Post on 04-Feb-2022
Steel Stud Solutions llc
Products and Submittal Data
Thickness – Steel Components
Gauge Design Color
No. Thickness (in) Thickness (mils) Reference
25 ga .0188 18 mil natural
22 ga .0283 27 mil black
20 ga Drywall .0312 30 mil pink
20 ga Structural .0346 33 mil white
18 ga .0451 43 mil yellow
16 ga .0538 54 mil green
14 ga .0677 68 mil orange
Steel Stud Solutions LLC4165 Spartan Industrial Drive
Grandville, MI 49418
Ph: 616-261-1950
Fx: 616-261-1960
1
Table of Contents
1 - 2 Table of Contents, Product Line
3 - 4 Product Notes
5 - 6 Specifications
7 - 14 Drywall & Structural Properties
Steel Values
The thicknesses used in this catalog are the standard minimum thicknesses specified by AISI with respect to ASTM standards. This cata-
log is based upon design thicknesses for a conservative approach. Calculations used in this brochure have been based upon the 1996
AISI “Specification for the Design of Cold Formed Steel Structural Members”. Gauges and thicknesses used are as follows:
Contact Information
12 ga .0966 97 mil red
2
Drywall Studs and Accessories
Drywall Studs and Track (DWS – DWT) Available Web Size in: 1 5/8”, 2 1/2”, 3 5/8”, 4” and 6”
Gauge: 25ga, 22ga, 20ga
Standard and Custom Lengths available.
Drywall Furring Channel (DWC) Available in 7/8" and 1 1/2"
Gauge: 25ga, 22ga, 20ga
Lengths: Standard Stock 12' and 10'
(Other Lengths Available upon Request)
Resilient Furring Channel (RC) RC-1: Single Leg
RC-2: Double Leg
Gauge: 25ga, 22ga, 20ga
Lengths: Standard Stock 12'
Drywall Corner Bead Made of quality Galvanized Steel to provide durable protection
for Drywall external corners. Cement adheres readily to the
knurled flanges. Exposed nose provides a straight, clean
corner definition and guards against impact damage.
Product Gauge Wt / Ft
7/8” DWC 25 .275
7/8” DWC 20 .477
1 1/2” DWC 25 .345
1 1/2” DWC 20 .599
300 pcs / skid
Product Gauge Wt / Ft
RC-1 25 .170
RC-2 25 .220
1000 pcs / skid
Size Pcs / Ctn
6’ 9” 75
8’ 63
9’ 56
10’ 50
12’ 42
Product Gauge Wt / Ft
1 1/2” CRC 16 .440
300 pcs / skid
Cold Rolled Channel (CRC) Available in 1 1/2” and 3/4”
Gauge: 16ga
Lengths: Standard Stock 16'
Rolled Angles (RA) Available in Stock Sizes and Gauges (see table). Custom Sizes
available upon request.
Size Length Gauge
1.5 x 1.5 10’ 25, 20, 18, 16, 14
2 x 2 10’ 25, 20, 18, 16, 14
3 x 3 10’ 25, 20, 18, 16, 14
300 pcs / skid
Strapping (FS) Available in Stock Widths: 2", 3", 4", 6", 8"
Gauge 25ga - 12ga
Lengths: Standard 10'
Custom widths and lengths available.
Bridge Clips (BC) Available in 1 1/2" x 1 1/2", 2" x 2", 3" x 3"
Standard Gauge: 16ga
Standard Length 3 3/8"
Custom widths and lengths available.
3
Product & Notes
CWS = 1 3/8” Flange CSJ = 1 5/8” Flange JW = 2” Flange JWE = 2 ½” Flange
(S137) (S162) (S200) (S250)
TSB = 1 ¼” Leg TSB2” = 2” Leg Custom Sizes
(T125) (T200) Available (T***)
Universal Designator System for Light Gauge Steel Framing Members
Member Depth. Style Flange Width Material Thickness
All member depths are taken Characters utilized by All Flange widths Material thickness
in 1/100 inches. For all “T” the system are: are taken in is the minimum
sections member depth is the S = Stud or Joist Sections 1/100 inches base metal
inside dimension. T = Track Sections thickness
U = Channel U Sections represents 95%
F = Furring Channel Section of the design
thickness
600 S 162 - 54 Steel Stud SolutionsUniversal Code Examples
600S162-54 = 6” CSJ 16 gauge (stud)
362T125-43 = 3 5/8” TSB 18 gauge (track)
Web
Return
F
lan
ge
4
The Right STUF
Universal Designator System for Light Gauge Steel Framing Members
The Logic The dimensions of the webs and flanges in the designators are used because they convey an intuitive picture of the shape, like a "2 x 4"
describes a wood stud. The web depth was put first instead of the flange width (the "2" in "2 x 4") because with steel the strength-to
weight ratio is usually optimized by increasing web depth instead of flange width, all else being equal.
The web depth and flange width are expressed in 1/100th or 1/1000th inches because fractions are messy, and with such a variety of
depths and widths available, rounding to the nearest fraction of an inch is not sufficiently descriptive. Also, the metric system is expected
to become universal, in which case the depths and widths would be expressed in millimeters, resulting in the same 3-digit format. Lastly,
the logic behind the alpha designators (S for Stud, T for Track, etc.) should be obvious.
Minimum Base Metal Thicknesses The minimum allowable base metal thickness designators are those used in Prescriptive Standards that are currently in CABO and the
upcoming IBC and IRC, and correspond to ICBO's minimum prescribed thicknesses (expressed in mils). These minimum thicknesses are
Stiffening Lips on C- Sections The dimension of the stiffening lip by flange width and material thickness are as follows:
The Purpose With the universal designator system for steel framing members and accepted minimum base metal thicknesses and stiffening lip dimen-
sions, the section properties and load-carrying abilities of any given profile can be calculated and implemented. Regardless of the manu-
facturer, not only will the designation be identical for a standard steel framing member, but the section properties and load-carrying abili-
ties of that standard member will be uniform throughout the country. In addition to helping eliminate the confusion in the market stem-
ming from the widely varying properties and loads published by manufacturers making essentially identical shapes, these standards
should greatly facilitate submittals for plan check, code approvals, prescriptive standards, software development, etc. The intent is to
make the products easier to use in existing markets and to accelerate their acceptance in new markets
Gauge Thickness Color
25 0.018 None
22 0.027 Black
20-Drywall 0.030 Pink
20-Structural 0.033 White
18 0.043 Yellow
16 0.054 Green
14 0.068 Orange
12 0.097 Red
Material Thickness Flange Width Stiffening Lip
.0179” to .0329” 1 -1/4” 3/16”
All Thicknesses 1-3/8” 3/8”
All Thicknesses 1 5/8” 1/2”
All Thicknesses 2” 5/8”
5
I – General
Related Work: specified elsewhere by the A/E of record.
Workmanship & Quality Assurance: specified elsewhere by the A/E of record.
Submittals: specified elsewhere by the A/E of record.
II - Material
· All studs, joists, tracks and other framing materials shall be of type, size and gage as shown on the project drawings and as manufac-
tured by Steel Stud Solutions
· All galvanized steel shall comply with ASTM A653. All structural members in gages 20, 18, 16, 14, and 12 shall be SQ Grade 33, i.e.
Fy=33 Ksi. SQ Grade 50, i.e. Fy = 50 KSI available upon request. Tracks in all gages shall be SQ Grade 33, i.e. with Fy= 33KSI
· All studs, joists, tracks and other framing materials shall be made with steel having a galvanized coating meeting ASTM AC645
or C955 as applicable.
· Physical and structural properties listed in Steel Stud Solution's catalog shall be considered as the minimum permitted for
all the member sizes specified by the Architect or Engineer of record. Thicknesses, cross-sectional areas, moments of inertia and resisting
moments shall be met as per AISI limitations.
III - Fabrication
· Fabrication may be done on site using elemental components as manufactured by Steel Stud Solutions, or such components
may be assembled at a central manufacturing facility using panelization as approved by the A/E of record. Accordingly, all fabrication
procedures should be backed up by working drawings approved by the A/E of record.
· All framing components shall be cut squarely or at the desired angle for a proper square or angular fit. Components shall be held in
position with adequate means until properly fastened.
IV – Execution and Erection
· Tracks shall be securely anchored to the supporting foundation or structure as per project and/or working drawings. Abutting pieces of
track shall be securely anchored to common structural elements or they shall be butt-welded or spliced together. Uniform and level bear-
ing surface shall be provided under the tracks.
· Studs shall be plumbed, aligned and securely attached to the flanges and/or webs of both upper and lower tracks. Studs carrying axial
loads shall be installed in a manner which assures a minimum gap between the stud ends and the track webs. Temporary bracing shall be
provided during erection of wall panels.
· Handling and lifting of prefabricated panels or of panels assembled on site shall be done in a manner to prevent distortion of any mem-
ber or of the panel assembly.
· Jack or cripple studs shall be installed under window sills, above door and window lintels and elsewhere as required to furnish support
and they shall be securely attached to supporting members.
· Bridging for a series of studs shall be attached in a manner that will prevent stud rotation or sympathetic buckling. Wall studs shall be
braced at a maximum spacing of 48 inches o/c.
· Provision for vertical movement of studs shall be made with the help of vertical slide clips or deflection tracks as approved by the A/E
of record.
· Stud walls that act as shear walls shall be adequately cross braced, as per project and/or working drawings approved by the A/E of re-
cord. Additional studs shall be provided to resist vertical components of the forces in the cross-bracing.
· No splices shall be permitted in axially loaded members
· Joists shall be supported directly over load-bearing studs and joist bracing shall be provided as per project and/or working drawings.
Where indicated in the drawings web stiffeners as specified shall be provided and end blocking shall be provided where joist ends are not
adequately restrained against rotation.
· Insulation as provided elsewhere shall be provided in all doubled header and other members that will not be accessible to the insulation
contractor. Components shall be held in position with adequate.
6
Table Notes
General Notes for All Tables
1. The strength increase due to cold work of forming was incorporated for flexural strength as applicable per AISI A7.2.
2. The moment of inertia for deflection is calculated at a stress which resulrts in an effective section modulus such that the stress
times that section modulus is equal to the allowable moment. This follows Procedure 1 of the AISI Specification.
3. The yield stress (33 ksi or 50 ksi) used to calculate the tabulated values are indicated in the tables.
4. When provided, factory punch-outs will be located along the centerline of the webs of the members and will have a minimum center-
to-center spacing of 24”. Punch-outs will have a maximum width = half the member depth (d/2) or 2 ½”, whichever is less, and a maxi-
mum length = 4 ½”. The minimum distance between the end of the member and the near edge of the web punch-out = 10”.
5. For those steels that have both 33 and 50 ksi listings, if the design is based upon 50 ksi, the 50 ksi steel needs to be specified by the
contractor/buyer (e.g., 362S137-54 (50 ksi).)
Notes for Individual Tables
1. Section Properties
1.1. The centerline bend radius is the greater of 2 times the design thickness, or 3/32”.
1.2. Web depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius.
1.3. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2.
1.4. Tabulated gross properties are based on the full unreduced cross section of the studs, away from the punch-outs.
1.5. For deflection calculations, use the effective moment of inertia.
1.6. For those steels that have both 33 and 50 ksi listings, if the design is based upon 50 ksi, the 50 ksi steel needs to be specified by the
contractor/buyer (e.g., 362S137-54 (50ksi).)
2. Height Limitations
2.1. Lateral loads multiplied by 0.75 for strength determination per AISI A5.1.3
2.2. Check end reactions for web crippling.
2.3. Limiting height based on continuous support of each flange over the full length of the stud.
2.4. Heights based on steel properties only.
2.5. Values based on Fy = 33 ksi.
3. Axial Loads
3.1. Allowable loads based on weak axis and torsional bracing at 48” o.c. maximum for axial load calculation and continuous support of
each flange for flexural calculation.
3.2. Lateral and axial load multiplied by 0.75 for strength determination per AISI A5.1.3.
3.3. Check lateral end reactions for web crippling.
3.4. Allowable axial load in kips/stud (1 kip = 1000 lbs.)
4. Joist Span
4.1. Web punch-outs were not considered for shear or web crippling.
4.2. Spans are based on continuous lateral support of the compression flange.
4.3. Joists must be braced against rotation at all supports by track or blocking.
4.4. Joist spans are based on 50 ksi for the 54, 68, and 97 mil thicknesses, and 33 ksi for the thinner members.
Definitions of Physical Property Symbols
Ixx: Moment of inertia of the gross section about the X-X axis, used for deflection
Sx: Section Modulus about the X-X axis, used for stress and loads
Rx: Radius of Gyration about the X-X axis, used for axial loads
Iy: Moment of inertia about the Y-Y axis
Sy: Section Modulus about the Y-Y axis
Ry: Radius of Gyration about the Y-Y axis
Xo: Distance from the shear center to the centroid along the principle X-axis
Jx: St. Venant Torsional Constant
Cw: Torsional warping constant
Ro: Polar Radius of gyration about the centroidal principle axis
L/120 Length (height) of stud, in inches, divided by 120
L/240 Length (height) of stud, in inches, divided by 240
L/360 Length (height) of stud, in inches, divided by 360
Design GROSS PROPERTIES EFFECTIVE PROPERTIES 33ksi EFFECTIVE PROPERTIES 50ksi TORSIONAL PROPERTIES
Thickness Area Wt/Ft Ix Sx rx Iy ry Ix Sx A Ma Va Ix Sx A Ma Va Jx1000 Cw Xo Ro
in. in2 Lb/Ft in
4in
3 in in4 in in
4in
3in
2 k-in lbs in4
in3
in2 k-in lbs in
4in
6 in in in
162S125-18 0.0188 0.083 0.28 0.039 0.048 0.684 0.018 0.461 0.036 0.037 0.038 0.73 309 0.010 0.011 -1.082 1.361 0.367
162S125-27 0.0283 0.123 0.42 0.057 0.070 0.680 0.026 0.456 0.056 0.057 0.061 1.14 516 0.033 0.016 -1.071 1.348 0.369
162S125-30 0.0312 0.135 0.46 0.062 0.077 0.679 0.028 0.455 0.061 0.066 0.071 1.31 566 0.044 0.017 -1.067 1.344 0.369
250S125-18 0.0188 0.099 0.34 0.102 0.082 1.015 0.020 0.454 0.095 0.065 0.045 1.28 249 0.012 0.027 -0.952 1.464 0.577
250S125-27 0.0283 0.148 0.50 0.151 0.121 1.010 0.030 0.449 0.148 0.101 0.076 2.00 700 0.039 0.039 -0.941 1.452 0.580
250S125-30 0.0312 0.163 0.55 0.165 0.132 1.009 0.033 0.448 0.162 0.116 0.090 2.28 851 0.053 0.042 -0.938 1.448 0.581
362S125-18 0.0188 0.120 0.41 0.240 0.133 1.413 0.023 0.437 0.227 0.100 0.050 1.98 167 0.014 0.061 -0.830 1.696 0.760
362S125-27 0.0283 0.180 0.61 0.356 0.197 1.408 0.034 0.432 0.349 0.168 0.086 3.32 572 0.048 0.088 -0.820 1.685 0.763
362S125-30 0.0312 0.198 0.67 0.391 0.216 1.406 0.037 0.431 0.384 0.191 0.102 3.78 768 0.064 0.096 -0.817 1.682 0.764
400S125-18 0.0188 0.127 0.43 0.303 0.151 1.542 0.024 0.431 0.283 0.110 0.051 2.18 150 0.015 0.076 -0.797 1.788 0.801
400S125-27 0.0283 0.190 0.65 0.449 0.225 1.536 0.035 0.426 0.440 0.193 0.088 3.82 515 0.051 0.110 -0.787 1.777 0.804
400S125-30 0.0312 0.209 0.71 0.493 0.246 1.534 0.038 0.424 0.484 0.220 0.104 4.34 691 0.068 0.120 -0.784 1.774 0.805
600S125-18 0.0188 0.165 0.56 0.798 0.266 2.200 0.026 0.399 0.720 0.164 0.053 3.24 98 0.019 0.190 -0.660 2.331 0.920
600S125-27 0.0283 0.247 0.84 1.188 0.396 2.193 0.038 0.394 1.172 0.304 0.095 6.02 336 0.066 0.277 -0.650 2.321 0.921
600S125-30 0.0312 0.272 0.93 1.305 0.435 2.191 0.042 0.392 1.287 0.368 0.113 7.26 451 0.088 0.303 -0.648 2.318 0.922
Design GROSS PROPERTIES EFFECTIVE PROPERTIES 33ksi EFFECTIVE PROPERTIES 50ksi TORSIONAL PROPERTIES
Thickness Area Wt/Ft Ix Sx rx Iy ry Ix Sx A Ma Va Ix Sx A Ma Va Jx1000 Cw Xo Ro
in. in2 Lb/Ft in
4in
3 in in4 in in
4in
3in
2 k-in lbs in4
in3
in2 k-in lbs in
4in
6 in in in
162T125-18 0.0188 0.078 0.26 0.042 0.048 0.737 0.013 0.411 0.030 0.026 0.035 0.50 309 0.009 0.007 -0.876 1.216 0.481
162T125-27 0.0283 0.117 0.40 0.064 0.072 0.740 0.020 0.409 0.051 0.045 0.071 0.88 572 0.031 0.011 -0.871 1.214 0.485
162T125-30 0.0312 0.129 0.44 0.071 0.079 0.741 0.022 0.409 0.059 0.051 0.084 1.01 631 0.042 0.012 -0.869 1.213 0.487
250T125-18 0.0188 0.094 0.32 0.105 0.080 1.055 0.015 0.399 0.079 0.045 0.037 0.89 236 0.011 0.018 -0.767 1.364 0.684
250T125-27 0.0283 0.142 0.48 0.158 0.119 1.057 0.022 0.398 0.130 0.080 0.075 1.58 700 0.038 0.027 -0.762 1.363 0.687
250T125-30 0.0312 0.156 0.53 0.175 0.131 1.058 0.025 0.397 0.148 0.091 0.089 1.80 851 0.051 0.030 -0.761 1.362 0.688
362T125-18 0.0188 0.115 0.39 0.239 0.127 1.440 0.017 0.380 0.190 0.065 0.037 1.28 161 0.014 0.042 -0.664 1.630 0.834
362T125-27 0.0283 0.173 0.59 0.360 0.191 1.442 0.025 0.378 0.304 0.136 0.077 2.69 548 0.046 0.063 -0.660 1.630 0.836
362T125-30 0.0312 0.191 0.65 0.397 0.210 1.442 0.027 0.378 0.343 0.154 0.092 3.04 734 0.062 0.069 -0.659 1.630 0.837
400T125-18 0.0188 0.122 0.42 0.299 0.145 1.564 0.017 0.374 0.242 0.071 0.037 1.41 145 0.014 0.052 -0.636 1.729 0.865
400T125-27 0.0283 0.184 0.63 0.451 0.217 1.566 0.025 0.372 0.383 0.158 0.078 3.11 495 0.049 0.078 -0.632 1.729 0.866
400T125-30 0.0312 0.203 0.69 0.498 0.239 1.566 0.028 0.371 0.431 0.178 0.093 3.52 664 0.066 0.086 -0.631 1.729 0.867
162S125-18 0.0188 0.083 0.28 0.039 0.048 0.684 0.018 0.461 0.036 0.037 0.038 0.73 309 0.010 0.011 -1.082 1.361 0.367
162S125-27 0.0283 0.123 0.42 0.057 0.070 0.680 0.026 0.456 0.056 0.057 0.061 1.14 516 0.033 0.016 -1.071 1.348 0.369
162S125-30 0.0312 0.135 0.46 0.062 0.077 0.679 0.028 0.455 0.061 0.066 0.071 1.31 566 0.044 0.017 -1.067 1.344 0.369
Section
Designation
PHYSICAL AND STRUCTURAL PROPERTIES FOR DRYWALL (S) STUDS
PHYSICAL AND STRUCTURAL PROPERTIES FOR DRYWALL (T) TRACK
Section
Designation
7
Design GROSS PROPERTIES EFFECTIVE PROPERTIES 33ksi EFFECTIVE PROPERTIES 50ksi TORSIONAL PROPERTIES
Thickness Area Wt/Ft Ix Sx rx Iy ry Ix Sx A Ma Va Ix Sx A Ma Va Jx1000 Cw Xo Ro
in. in2 Lb/Ft in
4in
3 in in4 in in
4in
3in
2 k-in lbs in4
in3
in2 k-in lbs in
4in
6 in in in
Section
Designation
250S137-33 0.0346 0.196 0.67 0.202 0.161 1.014 0.052 0.514 0.202 0.156 0.128 3.07 1025 0.078 0.076 -1.140 1.610 0.498
250S137-43 0.0451 0.253 0.86 0.258 0.206 1.009 0.066 0.509 0.258 0.206 0.181 4.08 1323 0.172 0.096 -1.128 1.596 0.501
250S137-54 0.0566 0.315 1.07 0.317 0.253 1.003 0.080 0.503 0.317 0.250 0.230 4.94 1643 0.317 0.247 0.214 7.38 2490 0.336 0.115 -1.114 1.582 0.504
250S137-68 0.0713 0.392 1.33 0.388 0.311 0.996 0.096 0.496 0.388 0.264 0.285 5.22 2042 0.388 0.300 0.285 8.97 3094 0.664 0.138 -1.097 1.563 0.507
250S137-97 0.1017 0.544 1.85 0.523 0.419 0.981 0.126 0.481 0.523 0.418 0.391 8.27 2831 0.523 0.418 0.391 12.53 4290 1.874 0.176 -1.061 1.523 0.515
250S162-33 0.0346 0.222 0.76 0.234 0.187 1.025 0.086 0.623 0.234 0.178 0.151 3.51 1025 0.089 0.146 -1.469 1.897 0.400
250S162-43 0.0451 0.287 0.98 0.299 0.239 1.021 0.110 0.618 0.299 0.239 0.215 4.73 1323 0.195 0.184 -1.456 1.883 0.402
250S162-54 0.0566 0.357 1.22 0.368 0.295 1.015 0.134 0.613 0.368 0.295 0.272 5.82 1643 0.368 0.287 0.254 8.60 2490 0.382 0.223 -1.443 1.867 0.403
250S162-68 0.0713 0.445 1.52 0.453 0.362 1.009 0.163 0.606 0.453 0.362 0.338 7.16 2042 0.453 0.350 0.338 10.49 3094 0.754 0.268 -1.425 1.848 0.405
250S162-97 0.1017 0.620 2.11 0.613 0.490 0.995 0.217 0.592 0.613 0.490 0.467 9.69 2831 0.613 0.490 0.467 14.68 4290 2.137 0.346 -1.389 1.808 0.410
362S137-33 0.0346 0.235 0.80 0.476 0.262 1.422 0.059 0.500 0.476 0.253 0.143 5.00 1046 0.094 0.165 -1.002 1.810 0.694
362S137-43 0.0451 0.304 1.04 0.611 0.337 1.417 0.074 0.495 0.610 0.337 0.206 6.65 1777 0.206 0.208 -0.990 1.798 0.697
362S137-54 0.0566 0.379 1.29 0.753 0.416 1.410 0.091 0.489 0.753 0.415 0.269 8.21 2484 0.753 0.404 0.247 12.10 3446 0.404 0.251 -0.977 1.784 0.700
362S137-68 0.0713 0.472 1.61 0.928 0.512 1.402 0.110 0.482 0.928 0.512 0.352 10.12 3101 0.928 0.512 0.337 15.33 4699 0.800 0.302 -0.960 1.767 0.705
362S162-33 0.0346 0.261 0.89 0.548 0.302 1.449 0.099 0.614 0.548 0.288 0.166 5.69 1046 0.104 0.297 -1.307 2.046 0.592
362S162-43 0.0451 0.338 1.15 0.704 0.388 1.443 0.126 0.609 0.704 0.388 0.240 7.68 1777 0.229 0.376 -1.295 2.033 0.594
362S162-54 0.0566 0.421 1.43 0.870 0.480 1.437 0.154 0.604 0.870 0.480 0.312 9.48 2484 0.870 0.466 0.286 13.96 3446 0.450 0.457 -1.282 2.019 0.597
362S162-68 0.0713 0.525 1.79 1.074 0.593 1.430 0.187 0.597 1.074 0.593 0.405 11.71 3101 1.074 0.593 0.390 17.74 4699 0.890 0.552 -1.265 2.000 0.600
362S162-97 0.1017 0.734 2.50 1.469 0.811 1.415 0.249 0.582 1.469 0.702 0.582 13.87 4342 1.469 0.806 0.580 24.14 6578 2.531 0.723 -1.230 1.963 0.607
362S200-33 0.0346 0.287 0.98 0.631 0.348 1.483 0.162 0.750 0.631 0.304 0.171 6.00 1046 0.115 0.480 -1.647 2.340 0.504
362S200-43 0.0451 0.372 1.27 0.812 0.448 1.478 0.207 0.745 0.812 0.395 0.232 7.81 1777 0.252 0.610 -1.635 2.327 0.506
362S200-54 0.0566 0.464 1.58 1.005 0.555 1.473 0.254 0.740 1.005 0.535 0.335 10.58 2484 1.005 0.466 0.274 13.97 3446 0.495 0.744 -1.621 2.312 0.508
362S200-68 0.0713 0.579 1.97 1.243 0.686 1.466 0.311 0.733 1.243 0.683 0.456 13.50 3101 1.243 0.647 0.407 19.37 4699 0.981 0.904 -1.604 2.293 0.511
362S200-97 0.1017 0.811 2.76 1.706 0.941 1.451 0.418 0.718 1.706 0.825 0.658 16.31 4342 1.706 0.934 0.653 27.97 6578 2.794 1.194 -1.568 2.254 0.516
362S250-43 0.0451 0.428 1.46 0.975 0.538 1.509 0.382 0.944 0.975 0.470 0.280 9.29 1777 0.290 1.230 -2.197 2.828 0.396
362S250-54 0.0566 0.534 1.82 1.207 0.666 1.503 0.471 0.939 1.207 0.601 0.370 11.88 2484 1.195 0.547 0.321 16.37 3446 0.571 1.506 -2.184 2.813 0.397
362S250-68 0.0713 0.668 2.28 1.496 0.825 1.497 0.580 0.932 1.496 0.799 0.518 15.78 3101 1.496 0.687 0.423 20.57 4699 1.132 1.837 -2.166 2.793 0.399
362S250-97 0.1017 0.938 3.20 2.061 1.137 1.483 0.790 0.918 2.061 1.012 0.785 20.01 4342 2.061 1.089 0.731 32.60 6578 3.233 2.452 -2.129 2.752 0.401
362S300-43 0.0451 0.485 1.65 1.133 0.625 1.529 0.628 1.138 1.115 0.530 0.322 10.47 1777 0.329 2.229 -2.775 3.367 0.321
362S300-54 0.0566 0.605 2.06 1.406 0.776 1.524 0.777 1.133 1.405 0.681 0.423 13.46 2484 1.3553 0.61223 0.36197 18.33 3446 0.646 2.736 -2.761 3.351 0.321
362S300-68 0.0713 0.757 2.58 1.744 0.962 1.518 0.960 1.126 1.744 0.862 0.550 17.03 3101 1.733 0.793 0.487 23.74 4699 1.283 3.349 -2.744 3.332 0.322
362S300-97 0.1017 1.065 3.63 2.409 1.329 1.504 1.317 1.112 2.409 1.188 0.895 23.47 4342 2.409 1.212 0.798 36.29 6578 3.671 4.501 -2.707 3.290 0.323
400S137-33 0.0346 0.248 0.85 0.599 0.299 1.554 0.061 0.494 0.599 0.289 0.146 5.71 945 0.099 0.204 -0.964 1.894 0.741
400S137-43 0.0451 0.321 1.09 0.769 0.385 1.548 0.077 0.489 0.769 0.385 0.212 7.60 1777 0.218 0.257 -0.952 1.882 0.744
400S137-54 0.0566 0.400 1.36 0.950 0.475 1.541 0.093 0.483 0.950 0.475 0.278 9.38 2764 0.94972 0.46201 0.25401 13.83 3446 0.427 0.311 -0.939 1.869 0.747
400S137-68 0.0713 0.499 1.70 1.172 0.586 1.533 0.113 0.476 1.172 0.586 0.366 11.58 3454 1.17155 0.58578 0.34832 17.54 5233 0.845 0.375 -0.923 1.852 0.751
400S162-33 0.0346 0.274 0.93 0.688 0.344 1.585 0.102 0.610 0.688 0.328 0.169 6.48 945 0.109 0.363 -1.262 2.116 0.644
400S162-43 0.0451 0.355 1.21 0.885 0.443 1.579 0.130 0.605 0.885 0.442 0.246 8.74 1777 0.241 0.460 -1.250 2.103 0.647
400S162-54 0.0566 0.442 1.51 1.094 0.547 1.573 0.159 0.599 1.094 0.547 0.320 10.81 2764 1.094 0.532 0.293 15.92 3446 0.472 0.560 -1.237 2.089 0.649
400S162-68 0.0713 0.552 1.88 1.353 0.676 1.565 0.193 0.592 1.353 0.676 0.420 13.36 3454 1.353 0.676 0.402 20.25 5233 0.935 0.677 -1.220 2.071 0.653
400S162-97 0.1017 0.772 2.63 1.855 0.927 1.550 0.257 0.577 1.854 0.865 0.620 17.09 4845 1.854 0.927 0.605 27.76 7341 2.663 0.889 -1.186 2.035 0.660
400S200-33 0.0346 0.300 1.02 0.790 0.395 1.623 0.167 0.747 0.790 0.346 0.174 6.83 945 0.120 0.587 -1.596 2.396 0.556
400S200-43 0.0451 0.389 1.32 1.017 0.509 1.618 0.214 0.742 1.017 0.450 0.238 8.88 1777 0.264 0.746 -1.584 2.382 0.558
400S200-54 0.0566 0.485 1.65 1.260 0.630 1.612 0.263 0.736 1.259 0.608 0.344 12.01 2764 1.259 0.532 0.281 15.92 3446 0.518 0.911 -1.570 2.368 0.560
400S200-68 0.0713 0.606 2.06 1.559 0.780 1.605 0.322 0.729 1.559 0.777 0.471 15.35 3454 1.559 0.735 0.419 22.02 5233 1.026 1.108 -1.553 2.349 0.563
400S200-97 0.1017 0.849 2.89 2.144 1.072 1.590 0.433 0.714 2.144 1.006 0.696 19.87 4845 2.144 1.068 0.677 31.99 7341 2.926 1.468 -1.518 2.311 0.569
400S250-43 0.0451 0.445 1.52 1.217 0.608 1.653 0.396 0.943 1.217 0.533 0.285 10.54 1777 0.302 1.486 -2.137 2.862 0.442
400S250-54 0.0566 0.555 1.89 1.509 0.754 1.648 0.488 0.937 1.509 0.681 0.379 13.46 2764 1.491 0.621 0.328 18.60 3446 0.593 1.821 -2.124 2.847 0.444
400S250-68 0.0713 0.695 2.37 1.871 0.936 1.641 0.601 0.931 1.871 0.904 0.533 17.87 3454 1.871 0.781 0.434 23.38 5233 1.177 2.225 -2.106 2.828 0.445
400S250-97 0.1017 0.976 3.33 2.583 1.292 1.627 0.819 0.916 2.583 1.220 0.823 24.11 4845 2.583 1.236 0.756 37.00 7341 3.364 2.978 -2.070 2.788 0.449
400S300-43 0.0451 0.502 1.71 1.413 0.706 1.678 0.651 1.139 1.390 0.601 0.328 11.87 1777 0.340 2.661 -2.708 3.384 0.359
400S300-54 0.0566 0.626 2.13 1.753 0.877 1.673 0.805 1.134 1.753 0.772 0.432 15.25 2764 1.689 0.695 0.369 20.81 3446 0.669 3.269 -2.694 3.368 0.360
400S300-68 0.0713 0.784 2.67 2.177 1.089 1.667 0.996 1.127 2.177 0.975 0.564 19.28 3454 2.162 0.899 0.499 26.92 5233 1.328 4.007 -2.677 3.348 0.361
400S300-97 0.1017 1.103 3.76 3.013 1.507 1.653 1.366 1.113 3.013 1.420 0.933 28.06 4845 3.013 1.373 0.823 41.11 7341 3.802 5.398 -2.640 3.308 0.363
550S137-33 0.0346 0.300 1.02 1.276 0.464 2.062 0.066 0.470 1.275 0.449 0.155 8.87 674 0.120 0.411 -0.839 2.275 0.864
550S137-43 0.0451 0.389 1.32 1.642 0.597 2.055 0.084 0.465 1.642 0.597 0.227 11.80 1500 0.264 0.520 -0.829 2.264 0.866
550S137-54 0.0566 0.485 1.65 2.033 0.739 2.048 0.102 0.459 2.032 0.739 0.302 14.60 2799 2.032 0.720 0.273 21.57 2977 0.518 0.632 -0.817 2.252 0.868
550S137-68 0.0713 0.606 2.06 2.516 0.915 2.039 0.124 0.452 2.516 0.915 0.407 18.08 4442 2.516 0.915 0.380 27.39 5468 1.026 0.764 -0.802 2.237 0.872
550S162-33 0.0346 0.326 1.11 1.451 0.528 2.110 0.113 0.588 1.451 0.505 0.178 9.99 674 0.130 0.713 -1.113 2.456 0.795
550S162-43 0.0451 0.423 1.44 1.870 0.680 2.104 0.143 0.582 1.870 0.680 0.261 13.44 1500 0.287 0.905 -1.101 2.445 0.797
550S162-54 0.0566 0.527 1.80 2.318 0.843 2.097 0.175 0.577 2.318 0.843 0.345 16.65 2799 2.318 0.820 0.312 24.54 2977 0.563 1.105 -1.089 2.432 0.800
550S162-68 0.0713 0.659 2.25 2.874 1.045 2.088 0.214 0.570 2.874 1.045 0.460 20.65 4442 2.874 1.045 0.434 31.29 5468 1.117 1.342 -1.073 2.416 0.803
550S162-97 0.1017 0.925 3.15 3.965 1.442 2.071 0.285 0.555 3.964 1.442 0.717 28.49 6859 3.964 1.442 0.675 43.16 10392 3.189 1.775 -1.041 2.383 0.809
550S200-33 0.0346 0.352 1.20 1.645 0.598 2.162 0.186 0.726 1.644 0.530 0.182 10.47 674 0.140 1.153 -1.423 2.688 0.720
550S200-43 0.0451 0.456 1.56 2.122 0.772 2.156 0.237 0.721 2.121 0.689 0.253 13.61 1500 0.309 1.470 -1.412 2.676 0.722
550S200-54 0.0566 0.570 1.94 2.633 0.957 2.150 0.291 0.715 2.632 0.925 0.368 18.27 2799 2.632 0.821 0.301 24.57 2977 0.608 1.799 -1.399 2.663 0.724
550S200-68 0.0713 0.712 2.43 3.268 1.188 2.142 0.357 0.708 3.268 1.184 0.511 23.39 4442 3.268 1.124 0.451 33.64 5468 1.207 2.196 -1.382 2.646 0.727
550S200-97 0.1017 1.001 3.41 4.521 1.644 2.125 0.481 0.693 4.520 1.644 0.794 32.48 6859 4.520 1.638 0.747 49.05 10392 3.452 2.931 -1.348 2.610 0.733
550S250-43 0.0451 0.513 1.75 2.511 0.913 2.213 0.442 0.928 2.511 0.809 0.300 15.98 1500 0.348 2.837 -1.931 3.080 0.607
550S250-54 0.0566 0.640 2.18 3.120 1.134 2.207 0.545 0.923 3.119 1.030 0.403 20.35 2799 3.076 0.948 0.348 28.38 2977 0.684 3.486 -1.918 3.066 0.609
550S250-68 0.0713 0.802 2.73 3.879 1.411 2.200 0.672 0.916 3.878 1.362 0.573 26.92 4442 3.878 1.192 0.466 35.69 5468 1.358 4.274 -1.901 3.048 0.611
550S250-97 0.1017 1.128 3.85 5.384 1.958 2.184 0.915 0.901 5.383 1.957 0.921 38.68 6859 5.383 1.872 0.826 56.04 10392 3.890 5.761 -1.866 3.011 0.616
PHYSICAL AND STRUCTURAL PROPERTIES FOR STRUCTURAL (S) STUDS
8
Design GROSS PROPERTIES EFFECTIVE PROPERTIES 33ksi EFFECTIVE PROPERTIES 50ksi TORSIONAL PROPERTIES
Thickness Area Wt/Ft Ix Sx rx Iy ry Ix Sx A Ma Va Ix Sx A Ma Va Jx1000 Cw Xo Ro
in. in2 Lb/Ft in
4in
3 in in4 in in
4in
3in
2 k-in lbs in4
in3
in2 k-in lbs in
4in
6 in in in
Section
Designation
550S300-43 0.0451 0.569 1.94 2.895 1.053 2.255 0.729 1.132 2.847 0.909 0.343 17.96 1500 0.386 4.919 -2.473 3.533 0.510
550S300-54 0.0566 0.711 2.42 3.599 1.309 2.250 0.902 1.126 3.599 1.161 0.456 22.94 2799 3.462 1.055 0.388 31.59 2977 0.759 6.059 -2.460 3.519 0.511
550S300-68 0.0713 0.891 3.04 4.480 1.629 2.243 1.116 1.119 4.479 1.465 0.605 28.95 4442 4.437 1.360 0.530 40.72 5468 1.509 7.451 -2.442 3.500 0.513
550S300-97 0.1017 1.255 4.28 6.233 2.266 2.228 1.533 1.105 6.232 2.241 1.030 44.28 6859 6.232 2.067 0.893 61.90 10392 4.328 10.108 -2.407 3.461 0.516
600S137-33 0.0346 0.317 1.08 1.573 0.524 2.227 0.068 0.463 1.573 0.508 0.157 10.03 616 0.127 0.500 -0.805 2.413 0.889
600S137-43 0.0451 0.411 1.40 2.027 0.676 2.220 0.086 0.457 2.026 0.675 0.230 13.35 1369 0.279 0.633 -0.795 2.402 0.890
600S137-54 0.0566 0.513 1.75 2.510 0.837 2.212 0.105 0.452 2.510 0.837 0.308 16.53 2716 2.510 0.816 0.278 24.43 2716 0.548 0.769 -0.783 2.390 0.893
600S137-68 0.0713 0.641 2.19 3.110 1.037 2.202 0.126 0.444 3.109 1.036 0.416 20.48 4442 3.109 1.036 0.388 31.03 5457 1.087 0.930 -0.769 2.375 0.895
600S162-33 0.0346 0.343 1.17 1.784 0.595 2.280 0.115 0.580 1.783 0.570 0.180 11.27 616 0.137 0.861 -1.071 2.585 0.828
600S162-43 0.0451 0.445 1.52 2.301 0.767 2.273 0.147 0.575 2.300 0.767 0.264 15.15 1369 0.302 1.095 -1.060 2.573 0.830
600S162-54 0.0566 0.555 1.89 2.853 0.951 2.266 0.180 0.569 2.853 0.951 0.350 18.79 2716 2.853 0.925 0.317 27.70 2716 0.593 1.337 -1.048 2.561 0.833
600S162-68 0.0713 0.695 2.37 3.540 1.180 2.258 0.219 0.562 3.539 1.180 0.469 23.31 4442 3.539 1.180 0.441 35.32 5457 1.177 1.626 -1.033 2.545 0.835
600S162-97 0.1017 0.976 3.33 4.892 1.631 2.239 0.292 0.547 4.891 1.630 0.738 32.21 7530 4.891 1.630 0.691 48.81 11124 3.364 2.153 -1.001 2.513 0.841
600S200-33 0.0346 0.369 1.26 2.015 0.672 2.336 0.190 0.718 2.014 0.586 0.184 11.58 616 0.147 1.394 -1.375 2.804 0.760
600S200-43 0.0451 0.479 1.63 2.600 0.867 2.330 0.244 0.713 2.600 0.776 0.256 15.34 1369 0.325 1.778 -1.363 2.792 0.762
600S200-54 0.0566 0.598 2.04 3.228 1.076 2.324 0.299 0.707 3.228 1.040 0.374 20.54 2716 3.228 0.927 0.305 27.75 2716 0.638 2.179 -1.351 2.779 0.764
600S200-68 0.0713 0.748 2.55 4.010 1.337 2.315 0.367 0.700 4.009 1.332 0.520 26.31 4442 4.009 1.265 0.458 37.88 5457 1.268 2.661 -1.335 2.762 0.767
600S200-97 0.1017 1.052 3.59 5.555 1.852 2.298 0.493 0.685 5.554 1.851 0.815 36.58 7530 5.554 1.845 0.764 55.25 11124 3.627 3.557 -1.301 2.728 0.772
600S250-43 0.0451 0.535 1.82 3.067 1.022 2.394 0.455 0.921 3.067 0.908 0.304 17.95 1369 0.363 3.411 -1.872 3.176 0.652
600S250-54 0.0566 0.669 2.28 3.812 1.271 2.388 0.561 0.916 3.811 1.156 0.409 22.83 2716 3.751 1.067 0.352 31.94 2716 0.714 4.194 -1.859 3.162 0.654
600S250-68 0.0713 0.837 2.85 4.743 1.581 2.380 0.691 0.909 4.742 1.527 0.583 30.18 4442 4.742 1.342 0.473 40.17 5457 1.419 5.145 -1.842 3.144 0.657
600S250-97 0.1017 1.179 4.02 6.591 2.197 2.364 0.942 0.894 6.590 2.197 0.942 43.40 7530 6.590 2.101 0.842 62.91 11124 4.065 6.947 -1.808 3.107 0.662
600S300-43 0.0451 0.592 2.02 3.527 1.176 2.442 0.751 1.127 3.469 1.020 0.346 20.15 1369 0.401 5.873 -2.405 3.608 0.556
600S300-54 0.0566 0.739 2.52 4.388 1.463 2.436 0.930 1.121 4.387 1.301 0.462 25.70 2716 4.219 1.185 0.393 35.49 2716 0.790 7.238 -2.392 3.593 0.557
600S300-68 0.0713 0.926 3.16 5.465 1.822 2.429 1.150 1.114 5.464 1.641 0.614 32.42 4442 5.408 1.527 0.538 45.71 5457 1.570 8.907 -2.375 3.575 0.559
600S300-97 0.1017 1.306 4.45 7.611 2.537 2.414 1.580 1.100 7.610 2.508 1.051 49.56 7530 7.610 2.317 0.910 69.36 11124 4.504 12.103 -2.339 3.537 0.563
800S137-33 0.0346 0.387 1.32 3.182 0.796 2.869 0.073 0.433 3.181 0.664 0.162 13.12 457 0.154 0.957 -0.695 2.984 0.946
800S137-43 0.0451 0.502 1.71 4.107 1.027 2.862 0.092 0.428 4.106 1.026 0.240 20.28 1014 0.340 1.214 -0.685 2.974 0.947
800S137-54 0.0566 0.626 2.13 5.098 1.274 2.853 0.112 0.422 5.096 1.274 0.324 25.17 2010 5.096 1.246 0.290 37.30 2010 0.669 1.478 -0.675 2.962 0.948
800S137-68 0.0713 0.784 2.67 6.331 1.583 2.842 0.135 0.415 6.329 1.582 0.442 31.27 4034 6.329 1.582 0.408 47.37 4034 1.328 1.789 -0.662 2.948 0.950
800S162-33 0.0346 0.412 1.41 3.567 0.892 2.941 0.124 0.549 3.566 0.749 0.185 14.80 457 0.165 1.630 -0.935 3.134 0.911
800S162-43 0.0451 0.535 1.82 4.607 1.152 2.933 0.158 0.544 4.605 1.151 0.273 22.75 1014 0.363 2.076 -0.925 3.123 0.912
800S162-54 0.0566 0.669 2.28 5.724 1.431 2.926 0.194 0.538 5.722 1.430 0.366 28.27 2010 5.722 1.395 0.329 41.75 2010 0.714 2.539 -0.914 3.112 0.914
800S162-68 0.0713 0.837 2.85 7.118 1.779 2.916 0.236 0.531 7.115 1.779 0.496 35.15 4034 7.115 1.779 0.461 53.26 4034 1.419 3.093 -0.899 3.097 0.916
800S162-97 0.1017 1.179 4.02 9.881 2.470 2.895 0.314 0.516 9.878 2.470 0.798 48.80 9037 9.878 2.470 0.737 73.94 11124 4.065 4.114 -0.870 3.066 0.919
800S200-33 0.0346 0.438 1.49 3.978 0.995 3.012 0.206 0.686 3.977 0.768 0.189 15.17 457 0.175 2.642 -1.213 3.319 0.866
800S200-43 0.0451 0.569 1.94 5.142 1.285 3.006 0.264 0.681 5.140 1.126 0.265 22.26 1014 0.386 3.375 -1.202 3.308 0.868
800S200-54 0.0566 0.711 2.42 6.393 1.598 2.998 0.324 0.675 6.392 1.548 0.389 30.59 2010 6.392 1.350 0.317 40.42 2010 0.759 4.142 -1.190 3.296 0.870
800S200-68 0.0713 0.891 3.04 7.958 1.990 2.989 0.397 0.668 7.956 1.982 0.547 39.17 4034 7.956 1.891 0.478 56.62 4034 1.509 5.069 -1.175 3.280 0.872
800S200-97 0.1017 1.255 4.28 11.071 2.768 2.970 0.534 0.652 11.068 2.767 0.875 54.68 9037 11.068 2.759 0.810 82.59 11124 4.328 6.807 -1.144 3.249 0.876
800S250-43 0.0451 0.626 2.13 5.989 1.497 3.094 0.496 0.891 5.987 1.303 0.313 25.75 1014 0.424 6.374 -1.673 3.629 0.787
800S250-54 0.0566 0.782 2.66 7.453 1.863 3.087 0.613 0.885 7.452 1.707 0.424 33.74 2010 7.359 1.525 0.364 45.66 2010 0.835 7.850 -1.661 3.616 0.789
800S250-68 0.0713 0.980 3.34 9.289 2.322 3.079 0.755 0.878 9.287 2.246 0.609 44.39 4034 9.287 2.001 0.494 59.92 4034 1.660 9.652 -1.645 3.599 0.791
800S250-97 0.1017 1.383 4.71 12.958 3.239 3.061 1.029 0.863 12.955 3.239 1.002 64.00 9037 12.955 3.105 0.888 92.96 11124 4.767 13.091 -1.612 3.566 0.796
800S300-43 0.0451 0.682 2.32 6.826 1.706 3.164 0.825 1.100 6.739 1.449 0.355 28.63 1014 0.462 10.781 -2.172 3.992 0.704
800S300-54 0.0566 0.853 2.91 8.501 2.125 3.158 1.021 1.094 8.500 1.908 0.477 37.71 2010 8.230 1.670 0.405 49.99 2010 0.910 13.309 -2.159 3.978 0.706
800S300-68 0.0713 1.069 3.64 10.605 2.651 3.150 1.263 1.087 10.603 2.404 0.640 47.51 4034 10.475 2.254 0.558 67.49 4034 1.811 16.415 -2.142 3.961 0.708
800S300-97 0.1017 1.510 5.15 14.823 3.706 3.133 1.736 1.072 14.820 3.663 1.111 72.38 9037 14.820 3.401 0.956 101.82 11124 5.205 22.406 -2.108 3.926 0.712
925S137-33 0.0346 0.430 1.46 4.572 0.989 3.262 0.075 0.417 4.529 0.760 0.164 15.03 393 0.171 1.330 -0.641 3.350 0.963
925S137-43 0.0451 0.558 1.90 5.905 1.277 3.253 0.095 0.412 5.903 1.171 0.243 23.14 873 0.378 1.688 -0.632 3.340 0.964
925S137-54 0.0566 0.697 2.38 7.337 1.586 3.244 0.115 0.406 7.334 1.586 0.330 31.33 1730 7.334 1.427 0.295 42.72 1730 0.744 2.055 -0.622 3.328 0.965
925S137-68 0.0713 0.873 2.97 9.123 1.972 3.233 0.139 0.399 9.119 1.972 0.453 38.96 3469 9.119 1.972 0.416 59.03 3469 1.479 2.491 -0.609 3.314 0.966
925S162-33 0.0346 0.456 1.55 5.091 1.101 3.342 0.129 0.531 5.034 0.859 0.187 16.98 393 0.182 2.258 -0.867 3.494 0.938
925S162-43 0.0451 0.592 2.02 6.581 1.423 3.335 0.164 0.526 6.578 1.318 0.277 26.05 873 0.401 2.877 -0.858 3.483 0.939
925S162-54 0.0566 0.739 2.52 8.183 1.769 3.327 0.200 0.520 8.180 1.769 0.372 34.95 1730 8.180 1.599 0.334 47.86 1730 0.790 3.521 -0.847 3.472 0.940
925S162-68 0.0713 0.926 3.16 10.186 2.202 3.316 0.244 0.513 10.183 2.202 0.507 43.51 3469 10.183 2.202 0.470 65.92 3469 1.570 4.293 -0.833 3.457 0.942
925S162-97 0.1017 1.306 4.45 14.172 3.064 3.294 0.324 0.498 14.168 3.063 0.824 60.53 9037 14.168 3.063 0.756 91.72 10136 4.504 5.719 -0.806 3.427 0.945
925S200-33 0.0346 0.482 1.64 5.642 1.220 3.423 0.214 0.667 5.640 0.883 0.192 17.45 393 0.192 3.665 -1.131 3.666 0.905
925S200-43 0.0451 0.626 2.13 7.297 1.578 3.415 0.274 0.661 7.295 1.283 0.269 25.35 873 0.424 4.684 -1.121 3.655 0.906
925S200-54 0.0566 0.782 2.66 9.080 1.963 3.408 0.336 0.656 9.077 1.904 0.396 37.63 1730 9.077 1.539 0.322 46.07 1730 0.835 5.751 -1.110 3.643 0.907
925S200-68 0.0713 0.980 3.34 11.312 2.446 3.398 0.412 0.648 11.309 2.437 0.558 48.16 3469 11.309 2.331 0.487 69.80 3469 1.660 7.045 -1.095 3.628 0.909
925S200-97 0.1017 1.383 4.71 15.768 3.409 3.377 0.554 0.633 15.764 3.408 0.900 67.35 9037 15.764 3.398 0.829 101.75 10136 4.767 9.477 -1.066 3.597 0.912
925S250-43 0.0451 0.682 2.32 8.439 1.825 3.518 0.517 0.871 8.436 1.491 0.317 29.46 873 0.462 8.801 -1.571 3.950 0.842
925S250-54 0.0566 0.853 2.91 10.509 2.272 3.511 0.638 0.865 10.506 2.091 0.431 41.32 1730 10.440 1.746 0.369 52.28 1730 0.910 10.847 -1.559 3.937 0.843
925S250-68 0.0713 1.069 3.64 13.108 2.834 3.502 0.786 0.858 13.105 2.745 0.620 54.24 3469 13.105 2.463 0.502 73.75 3469 1.811 13.349 -1.543 3.922 0.845
925S250-97 0.1017 1.510 5.15 18.316 3.960 3.483 1.071 0.842 18.311 3.959 1.027 78.23 9037 18.311 3.802 0.907 113.83 10136 5.205 18.137 -1.512 3.889 0.849
925S300-43 0.0451 0.738 2.52 9.569 2.069 3.600 0.862 1.081 9.504 1.665 0.359 32.90 873 0.501 14.795 -2.050 4.281 0.771
925S300-54 0.0566 0.923 3.15 11.924 2.578 3.594 1.067 1.075 11.922 2.327 0.484 45.99 1730 11.641 1.919 0.410 57.46 1730 0.986 18.277 -2.038 4.269 0.772
925S300-68 0.0713 1.158 3.95 14.886 3.219 3.585 1.320 1.068 14.883 2.931 0.651 57.93 3469 14.692 2.758 0.567 82.58 3469 1.962 22.561 -2.021 4.252 0.774
925S300-97 0.1017 1.637 5.58 20.838 4.505 3.568 1.813 1.053 20.833 4.454 1.136 88.02 9037 20.833 4.149 0.975 124.21 10136 5.643 30.851 -1.988 4.218 0.778
1000S137-33 0.0346 0.456 1.55 5.565 1.113 3.495 0.076 0.408 5.323 0.819 0.165 16.18 363 0.182 1.587 -0.613 3.571 0.971
1000S137-43 0.0451 0.592 2.02 7.191 1.438 3.486 0.096 0.403 7.188 1.253 0.245 24.75 805 0.401 2.014 -0.604 3.561 0.971
1000S137-54 0.0566 0.739 2.52 8.938 1.788 3.477 0.117 0.397 8.935 1.787 0.333 35.31 1596 8.935 1.526 0.297 45.68 1596 0.790 2.454 -0.594 3.549 0.972
1000S137-68 0.0713 0.926 3.16 11.121 2.224 3.465 0.141 0.390 11.116 2.223 0.459 43.93 3200 11.116 2.223 0.420 66.57 3200 1.570 2.975 -0.582 3.535 0.973
9
Design GROSS PROPERTIES EFFECTIVE PROPERTIES 33ksi EFFECTIVE PROPERTIES 50ksi TORSIONAL PROPERTIES
Thickness Area Wt/Ft Ix Sx rx Iy ry Ix Sx A Ma Va Ix Sx A Ma Va Jx1000 Cw Xo Ro
in. in2 Lb/Ft in
4in
3 in in4 in in
4in
3in
2 k-in lbs in4
in3
in2 k-in lbs in
4in
6 in in in
Section
Designation
1000S162-33 0.0346 0.482 1.64 6.175 1.235 3.580 0.131 0.521 5.927 0.926 0.188 18.31 363 0.192 2.692 -0.831 3.712 0.950
1000S162-43 0.0451 0.626 2.13 7.984 1.597 3.573 0.166 0.516 7.981 1.412 0.279 27.91 805 0.424 3.430 -0.822 3.702 0.951
1000S162-54 0.0566 0.782 2.66 9.932 1.986 3.564 0.204 0.510 9.929 1.986 0.376 39.24 1596 9.929 1.713 0.336 51.27 1596 0.835 4.198 -0.812 3.691 0.952
1000S162-68 0.0713 0.980 3.34 12.370 2.474 3.553 0.248 0.503 12.366 2.473 0.512 48.87 3200 12.366 2.473 0.474 74.05 3200 1.660 5.121 -0.799 3.676 0.953
1000S162-97 0.1017 1.383 4.71 17.231 3.446 3.530 0.330 0.488 17.225 3.445 0.836 68.07 9037 17.225 3.445 0.765 103.14 9345 4.767 6.827 -0.772 3.646 0.955
1000S200-33 0.0346 0.508 1.73 6.819 1.364 3.665 0.218 0.655 6.677 0.953 0.193 18.83 363 0.203 4.372 -1.088 3.879 0.921
1000S200-43 0.0451 0.659 2.25 8.822 1.764 3.658 0.279 0.650 8.819 1.378 0.271 27.24 805 0.447 5.589 -1.078 3.868 0.922
1000S200-54 0.0566 0.824 2.81 10.981 2.196 3.650 0.342 0.644 10.978 2.122 0.399 41.94 1596 10.978 1.653 0.325 49.50 1596 0.880 6.865 -1.067 3.857 0.923
1000S200-68 0.0713 1.033 3.52 13.688 2.738 3.640 0.419 0.637 13.684 2.728 0.563 53.91 3200 13.684 2.613 0.491 78.24 3200 1.751 8.412 -1.053 3.842 0.925
1000S200-97 0.1017 1.459 4.97 19.099 3.820 3.618 0.564 0.622 19.093 3.819 0.912 75.46 9037 19.093 3.808 0.838 114.01 9345 5.030 11.324 -1.024 3.811 0.928
1000S250-43 0.0451 0.716 2.44 10.162 2.032 3.768 0.528 0.859 10.159 1.604 0.319 31.70 805 0.485 10.481 -1.516 4.151 0.867
1000S250-54 0.0566 0.895 3.05 12.659 2.532 3.761 0.651 0.853 12.656 2.274 0.434 44.94 1596 12.624 1.880 0.372 56.27 1596 0.956 12.922 -1.504 4.139 0.868
1000S250-68 0.0713 1.122 3.83 15.796 3.159 3.751 0.803 0.846 15.792 3.062 0.625 60.50 3200 15.792 2.659 0.506 79.61 3200 1.902 15.909 -1.489 4.124 0.870
1000S250-97 0.1017 1.586 5.41 22.091 4.418 3.732 1.094 0.830 22.085 4.417 1.039 87.28 9037 22.085 4.246 0.916 127.11 9345 5.468 21.632 -1.458 4.092 0.873
1000S300-43 0.0451 0.772 2.63 11.489 2.298 3.857 0.882 1.069 11.445 1.795 0.361 35.47 805 0.523 17.572 -1.984 4.468 0.803
1000S300-54 0.0566 0.966 3.29 14.321 2.864 3.851 1.091 1.063 14.318 2.513 0.487 49.66 1596 14.041 2.069 0.412 61.95 1596 1.031 21.714 -1.972 4.455 0.804
1000S300-68 0.0713 1.212 4.13 17.885 3.577 3.842 1.350 1.056 17.881 3.266 0.657 64.53 3200 17.712 2.961 0.571 88.65 3200 2.053 26.816 -1.956 4.439 0.806
1000S300-97 0.1017 1.713 5.84 25.055 5.011 3.824 1.855 1.040 25.049 4.955 1.149 97.91 9037 25.049 4.623 0.984 138.43 9345 5.906 36.699 -1.924 4.405 0.809
1125S137-33 0.0346 0.499 1.70 7.509 1.335 3.879 0.077 0.394 6.831 0.918 0.167 18.13 322 0.199 2.072 -0.571 3.941 0.979
1125S137-43 0.0451 0.648 2.21 9.708 1.726 3.870 0.098 0.389 9.704 1.392 0.248 27.51 714 0.439 2.630 -0.562 3.930 0.980
1125S137-54 0.0566 0.810 2.76 12.075 2.147 3.861 0.119 0.383 12.070 1.982 0.337 39.16 1414 12.070 1.695 0.301 50.76 1414 0.865 3.205 -0.553 3.919 0.980
1125S137-68 0.0713 1.016 3.46 15.037 2.673 3.848 0.144 0.376 15.031 2.672 0.466 52.80 2834 15.031 2.515 0.426 75.29 2834 1.721 3.887 -0.542 3.904 0.981
1125S162-33 0.0346 0.525 1.79 8.285 1.473 3.973 0.134 0.505 7.616 1.039 0.190 20.53 322 0.209 3.511 -0.778 4.080 0.964
1125S162-43 0.0451 0.682 2.32 10.719 1.906 3.965 0.170 0.500 10.715 1.573 0.282 31.08 714 0.462 4.475 -0.769 4.070 0.964
1125S162-54 0.0566 0.853 2.91 13.342 2.372 3.956 0.208 0.494 13.337 2.209 0.380 43.64 1414 13.337 1.906 0.340 57.07 1414 0.910 5.479 -0.760 4.058 0.965
1125S162-68 0.0713 1.069 3.64 16.631 2.957 3.944 0.254 0.487 16.625 2.956 0.519 58.40 2834 16.625 2.800 0.479 83.82 2834 1.811 6.687 -0.747 4.044 0.966
1125S162-97 0.1017 1.510 5.15 23.203 4.125 3.920 0.338 0.473 23.195 4.123 0.853 81.48 8269 23.195 4.123 0.778 123.46 8269 5.205 8.922 -0.721 4.014 0.968
1125S200-33 0.0346 0.551 1.88 9.101 1.618 4.065 0.224 0.637 8.562 1.069 0.194 21.13 322 0.220 5.710 -1.023 4.240 0.942
1125S200-43 0.0451 0.716 2.44 11.781 2.094 4.057 0.286 0.632 11.777 1.539 0.274 30.41 714 0.485 7.302 -1.013 4.229 0.943
1125S200-54 0.0566 0.895 3.05 14.672 2.608 4.049 0.351 0.626 14.667 2.343 0.403 46.29 1414 14.667 1.847 0.328 55.29 1414 0.956 8.972 -1.003 4.218 0.943
1125S200-68 0.0713 1.122 3.83 18.301 3.254 4.038 0.430 0.619 18.295 3.243 0.570 64.08 2834 18.295 2.896 0.496 86.70 2834 1.902 11.000 -0.989 4.203 0.945
1125S200-97 0.1017 1.586 5.41 25.573 4.546 4.016 0.579 0.604 25.565 4.545 0.929 89.81 8269 25.565 4.532 0.851 135.70 8269 5.468 14.823 -0.961 4.173 0.947
1125S250-43 0.0451 0.772 2.63 13.486 2.397 4.179 0.544 0.839 13.482 1.795 0.321 35.46 714 0.523 13.666 -1.433 4.497 0.898
1125S250-54 0.0566 0.966 3.29 16.808 2.988 4.172 0.671 0.833 16.803 2.525 0.438 49.89 1414 16.803 2.103 0.375 62.98 1414 1.031 16.854 -1.422 4.485 0.900
1125S250-68 0.0713 1.212 4.13 20.986 3.731 4.162 0.827 0.826 20.980 3.620 0.632 71.53 2834 20.980 2.954 0.512 88.46 2834 2.053 20.762 -1.407 4.470 0.901
1125S250-97 0.1017 1.713 5.84 29.385 5.224 4.142 1.126 0.811 29.376 5.222 1.056 103.20 8269 29.376 5.028 0.929 150.53 8269 5.906 28.262 -1.377 4.439 0.904
1125S300-43 0.0451 0.828 2.82 15.176 2.698 4.280 0.911 1.048 15.172 2.013 0.364 39.77 714 0.562 22.836 -1.884 4.793 0.845
1125S300-54 0.0566 1.037 3.53 18.925 3.365 4.273 1.127 1.043 18.921 2.799 0.491 55.32 1414 18.627 2.320 0.416 69.46 1414 1.107 28.231 -1.872 4.780 0.847
1125S300-68 0.0713 1.301 4.43 23.648 4.204 4.264 1.394 1.035 23.642 3.853 0.664 76.14 2834 23.557 3.300 0.576 98.80 2834 2.204 34.884 -1.857 4.765 0.848
1125S300-97 0.1017 1.840 6.27 33.165 5.896 4.245 1.916 1.020 33.156 5.831 1.166 115.23 8269 33.156 5.458 0.997 163.40 8269 6.345 47.797 -1.825 4.732 0.851
1200S137-33 0.0346 0.525 1.79 8.860 1.477 4.108 0.078 0.386 7.848 0.977 0.167 19.31 301 0.209 2.398 -0.548 4.163 0.983
1200S137-43 0.0451 0.682 2.32 11.459 1.910 4.099 0.099 0.381 11.268 1.478 0.249 29.20 668 0.462 3.043 -0.540 4.152 0.983
1200S137-54 0.0566 0.853 2.91 14.258 2.376 4.089 0.120 0.376 14.252 2.090 0.340 41.29 1323 14.252 1.799 0.302 53.87 1323 0.910 3.709 -0.532 4.141 0.984
1200S137-68 0.0713 1.069 3.64 17.764 2.961 4.077 0.145 0.369 17.757 2.959 0.469 58.48 2652 17.757 2.649 0.429 79.30 2652 1.811 4.499 -0.520 4.126 0.984
1200S162-33 0.0346 0.551 1.88 9.747 1.624 4.206 0.135 0.496 8.751 1.107 0.190 21.87 301 0.220 4.061 -0.750 4.301 0.970
1200S162-43 0.0451 0.716 2.44 12.613 2.102 4.198 0.173 0.491 12.340 1.671 0.283 33.01 668 0.485 5.177 -0.741 4.291 0.970
1200S162-54 0.0566 0.895 3.05 15.705 2.618 4.189 0.211 0.485 15.699 2.333 0.382 46.10 1323 15.699 2.024 0.341 60.61 1323 0.956 6.340 -0.731 4.280 0.971
1200S162-68 0.0713 1.122 3.83 19.584 3.264 4.177 0.257 0.479 19.576 3.263 0.523 64.47 2652 19.576 2.955 0.482 88.46 2652 1.902 7.739 -0.719 4.265 0.972
1200S162-97 0.1017 1.586 5.41 27.347 4.558 4.152 0.342 0.464 27.336 4.556 0.861 90.03 7735 27.336 4.556 0.784 136.41 7735 5.468 10.331 -0.694 4.236 0.973
1200S200-33 0.0346 0.577 1.97 10.675 1.779 4.302 0.227 0.627 9.826 1.139 0.195 22.52 301 0.230 6.611 -0.988 4.458 0.951
1200S200-43 0.0451 0.750 2.55 13.822 2.304 4.294 0.290 0.622 13.817 1.636 0.275 32.33 668 0.508 8.455 -0.978 4.448 0.952
1200S200-54 0.0566 0.938 3.20 17.219 2.870 4.286 0.356 0.616 17.213 2.478 0.405 48.97 1323 17.213 1.964 0.330 58.80 1323 1.001 10.391 -0.968 4.437 0.952
1200S200-68 0.0713 1.176 4.01 21.486 3.581 4.275 0.436 0.609 21.479 3.569 0.574 70.53 2652 21.479 3.062 0.499 91.67 2652 1.993 12.743 -0.955 4.422 0.953
1200S200-97 0.1017 1.662 5.67 30.046 5.008 4.252 0.586 0.594 30.036 5.006 0.937 98.92 7735 30.036 4.993 0.857 149.48 7735 5.731 17.180 -0.928 4.392 0.955
1200S250-43 0.0451 0.806 2.75 15.767 2.628 4.423 0.552 0.828 15.762 1.910 0.323 37.73 668 0.546 15.812 -1.388 4.709 0.913
1200S250-54 0.0566 1.008 3.44 19.656 3.276 4.415 0.681 0.822 19.650 2.676 0.440 52.89 1323 19.650 2.239 0.377 67.03 1323 1.077 19.505 -1.377 4.697 0.914
1200S250-68 0.0713 1.265 4.31 24.550 4.092 4.405 0.839 0.815 24.542 3.973 0.636 78.50 2652 24.542 3.134 0.515 93.82 2652 2.144 24.034 -1.363 4.683 0.915
1200S250-97 0.1017 1.789 6.10 34.398 5.733 4.384 1.144 0.799 34.387 5.731 1.065 113.25 7735 34.387 5.523 0.936 165.35 7735 6.169 32.734 -1.333 4.652 0.918
1200S300-43 0.0451 0.862 2.94 17.696 2.949 4.530 0.926 1.036 17.692 2.144 0.365 42.36 668 0.585 26.386 -1.830 4.994 0.866
1200S300-54 0.0566 1.079 3.68 22.073 3.679 4.523 1.146 1.031 22.067 2.972 0.493 58.74 1323 21.909 2.471 0.417 73.99 1323 1.152 32.627 -1.818 4.982 0.867
1200S300-68 0.0713 1.354 4.62 27.589 4.598 4.514 1.418 1.023 27.582 4.206 0.668 83.11 2652 27.582 3.505 0.579 104.93 2652 2.295 40.327 -1.803 4.967 0.868
1200S300-97 0.1017 1.917 6.53 38.715 6.452 4.494 1.948 1.008 38.704 6.383 1.174 126.13 7735 38.704 5.984 1.003 179.16 7735 6.607 55.286 -1.772 4.935 0.871
1400S137-33 0.0346 0.594 2.02 13.205 1.886 4.714 0.080 0.367 10.971 1.138 0.169 22.49 257 0.237 3.393 -0.497 4.755 0.989
1400S137-43 0.0451 0.772 2.63 17.091 2.442 4.705 0.101 0.362 15.506 1.711 0.252 33.81 571 0.523 4.308 -0.489 4.744 0.989
1400S137-54 0.0566 0.966 3.29 21.284 3.041 4.694 0.123 0.357 21.275 2.390 0.344 47.23 1130 19.698 2.082 0.306 62.35 1130 1.031 5.251 -0.481 4.732 0.990
1400S137-68 0.0713 1.212 4.13 26.547 3.792 4.681 0.149 0.350 26.535 3.484 0.477 68.84 2264 26.535 3.024 0.435 90.55 2264 2.053 6.372 -0.471 4.718 0.990
1400S162-33 0.0346 0.620 2.11 14.421 2.060 4.823 0.139 0.474 12.230 1.289 0.192 25.48 257 0.247 5.748 -0.683 4.894 0.981
1400S162-43 0.0451 0.806 2.75 18.675 2.668 4.814 0.177 0.469 17.056 1.935 0.286 38.25 571 0.546 7.331 -0.675 4.883 0.981
1400S162-54 0.0566 1.008 3.44 23.269 3.324 4.804 0.217 0.464 23.260 2.675 0.387 52.86 1130 21.630 2.345 0.345 70.20 1130 1.077 8.980 -0.666 4.872 0.981
1400S162-68 0.0713 1.265 4.31 29.044 4.149 4.791 0.264 0.457 29.031 3.844 0.531 75.95 2264 29.031 3.383 0.488 101.29 2264 2.144 10.966 -0.655 4.858 0.982
1400S162-97 0.1017 1.789 6.10 40.637 5.805 4.765 0.351 0.443 40.620 5.803 0.880 114.67 6598 40.620 5.803 0.798 173.74 6598 6.169 14.651 -0.632 4.827 0.983
1400S200-33 0.0346 0.646 2.20 15.686 2.241 4.928 0.234 0.601 13.700 1.328 0.196 26.23 257 0.258 9.380 -0.905 5.046 0.968
1400S200-43 0.0451 0.840 2.86 20.322 2.903 4.919 0.299 0.596 19.238 1.899 0.278 37.52 571 0.569 12.001 -0.896 5.036 0.968
1400S200-54 0.0566 1.051 3.58 25.333 3.619 4.910 0.367 0.591 25.323 2.847 0.410 56.26 1130 24.485 2.280 0.333 68.26 1130 1.122 14.755 -0.887 5.024 0.969
10
Design GROSS PROPERTIES EFFECTIVE PROPERTIES 33ksi EFFECTIVE PROPERTIES 50ksi TORSIONAL PROPERTIES
Thickness Area Wt/Ft Ix Sx rx Iy ry Ix Sx A Ma Va Ix Sx A Ma Va Jx1000 Cw Xo Ro
in. in2 Lb/Ft in
4in
3 in in4 in in
4in
3in
2 k-in lbs in4
in3
in2 k-in lbs in
4in
6 in in in
Section
Designation
1400S200-68 0.0713 1.319 4.49 31.637 4.520 4.898 0.449 0.584 31.625 4.198 0.582 82.95 2264 31.625 3.516 0.505 105.27 2264 2.234 18.101 -0.874 5.010 0.970
1400S200-97 0.1017 1.866 6.36 44.320 6.331 4.874 0.604 0.569 44.303 6.329 0.956 125.06 6598 44.303 6.313 0.871 189.03 6598 6.432 24.428 -0.849 4.980 0.971
1400S250-43 0.0451 0.896 3.05 22.985 3.284 5.064 0.571 0.799 21.858 2.218 0.325 43.83 571 0.608 22.425 -1.282 5.285 0.941
1400S250-54 0.0566 1.121 3.82 28.670 4.096 5.056 0.705 0.793 28.660 3.087 0.445 61.00 1130 27.853 2.602 0.380 77.89 1130 1.198 27.675 -1.271 5.273 0.942
1400S250-68 0.0713 1.408 4.80 35.834 5.119 5.045 0.869 0.786 35.822 4.620 0.644 91.29 2264 35.822 3.618 0.521 108.34 2264 2.385 34.118 -1.257 5.259 0.943
1400S250-97 0.1017 1.993 6.79 50.285 7.184 5.023 1.183 0.771 50.268 7.181 1.083 141.90 6598 50.268 6.936 0.949 207.67 6598 6.870 46.520 -1.229 5.229 0.945
1400S300-43 0.0451 0.953 3.25 25.630 3.661 5.187 0.962 1.005 24.546 2.494 0.368 49.29 571 0.646 37.335 -1.699 5.550 0.906
1400S300-54 0.0566 1.192 4.06 31.985 4.569 5.180 1.191 1.000 31.975 3.438 0.498 67.93 1130 31.191 2.876 0.421 86.11 1130 1.273 46.187 -1.688 5.539 0.907
1400S300-68 0.0713 1.497 5.10 40.003 5.715 5.170 1.474 0.992 39.991 4.813 0.676 95.10 2264 39.991 4.055 0.585 121.41 2264 2.536 57.119 -1.674 5.524 0.908
1400S300-97 0.1017 2.120 7.22 56.209 8.030 5.149 2.024 0.977 56.192 7.947 1.192 157.04 6598 56.192 7.477 1.017 223.86 6598 7.309 78.400 -1.644 5.493 0.910
Design GROSS PROPERTIES EFFECTIVE PROPERTIES 33ksi EFFECTIVE PROPERTIES 50ksi TORSIONAL PROPERTIES
Thickness Area Wt/Ft Ix Sx rx Iy ry Ix Sx A Ma Va Ix Sx A Ma Va Jx1000 Cw Xo Ro
in. in2 Lb/Ft in
4in
3 in in4 in in
4in
3in
2 k-in lbs in4
in3
in2 k-in lbs in
4in
6 in in in
250T125-33 0.0346 0.173 0.59 0.194 0.146 1.059 0.027 0.397 0.168 0.104 0.107 2.06 1046 0.069 0.033 -0.759 1.362 0.689
250T125-43 0.0451 0.225 0.77 0.254 0.189 1.062 0.035 0.395 0.235 0.150 0.168 2.96 1432 0.153 0.043 -0.754 1.360 0.693
250T125-54 0.0566 0.282 0.96 0.320 0.236 1.065 0.043 0.392 0.312 0.204 0.244 4.04 1798 0.299 0.190 0.215 5.68 2724 0.302 0.054 -0.748 1.359 0.697
250T125-68 0.0713 0.355 1.21 0.406 0.296 1.068 0.054 0.390 0.405 0.279 0.339 5.52 2265 0.399 0.260 0.313 7.78 3431 0.602 0.068 -0.741 1.357 0.702
250T125-97 0.1017 0.505 1.72 0.585 0.419 1.076 0.074 0.384 0.585 0.438 0.505 8.65 3230 0.585 0.416 0.504 12.47 4894 1.742 0.096 -0.726 1.354 0.712
250T200-33 0.0346 0.225 0.77 0.283 0.213 1.123 0.097 0.658 0.206 0.114 0.109 2.26 1046 0.090 0.120 -1.417 1.924 0.458
362T125-33 0.0346 0.212 0.72 0.441 0.233 1.443 0.030 0.377 0.389 0.176 0.111 3.47 1001 0.085 0.076 -0.657 1.630 0.837
362T125-43 0.0451 0.276 0.94 0.576 0.303 1.445 0.039 0.375 0.538 0.248 0.177 4.90 1777 0.187 0.099 -0.653 1.630 0.840
362T125-54 0.0566 0.346 1.18 0.725 0.379 1.448 0.048 0.373 0.708 0.334 0.262 6.60 2638 0.681 0.314 0.226 9.39 3446 0.370 0.124 -0.648 1.629 0.842
362T125-68 0.0713 0.435 1.48 0.916 0.475 1.451 0.060 0.370 0.206 0.114 0.109 2.26 1046 0.194 0.106 0.093 3.17 1288 0.738 0.155 -0.641 1.629 0.845
362T125-97 0.1017 0.620 2.11 1.316 0.671 1.457 0.082 0.364 1.315 0.698 0.620 13.79 4740 1.315 0.668 0.597 20.00 7183 2.137 0.218 -0.628 1.628 0.851
362T200-33 0.0346 0.264 0.90 0.624 0.329 1.538 0.110 0.645 0.469 0.192 0.113 3.80 1001 0.105 0.272 -1.269 2.096 0.633
362T200-43 0.0451 0.344 1.17 0.816 0.428 1.541 0.142 0.643 0.659 0.274 0.182 5.42 1777 0.233 0.355 -1.264 2.094 0.636
362T200-54 0.0566 0.431 1.47 1.028 0.536 1.544 0.177 0.640 0.884 0.374 0.272 7.39 2638 0.837 0.347 0.233 10.40 3446 0.460 0.445 -1.258 2.092 0.638
362T200-68 0.0713 0.542 1.85 1.301 0.674 1.548 0.221 0.638 1.190 0.516 0.404 10.19 3323 1.128 0.477 0.350 14.27 5036 0.919 0.560 -1.251 2.090 0.642
362T200-97 0.1017 0.772 2.63 1.872 0.955 1.557 0.309 0.632 1.859 0.846 0.702 16.72 4740 1.781 0.782 0.638 23.40 7183 2.663 0.796 -1.235 2.086 0.649
362T300-33 0.0346 0.333 1.13 0.868 0.458 1.614 0.327 0.992 0.552 0.200 0.114 3.96 1001 0.133 0.819 -2.157 2.871 0.435
362T300-43 0.0451 0.434 1.48 1.135 0.596 1.618 0.425 0.990 0.779 0.294 0.185 5.81 1777 0.294 1.070 -2.151 2.868 0.437
362T300-54 0.0566 0.544 1.85 1.431 0.747 1.622 0.531 0.988 1.057 0.404 0.277 7.98 2638 0.991 0.373 0.236 11.17 3446 0.581 1.345 -2.145 2.865 0.439
362T300-68 0.0713 0.685 2.33 1.813 0.939 1.627 0.665 0.985 1.444 0.562 0.415 11.11 3323 1.352 0.515 0.357 15.43 5036 1.161 1.697 -2.137 2.860 0.442
362T300-97 0.1017 0.976 3.33 2.615 1.333 1.637 0.937 0.980 2.330 0.945 0.734 18.68 4740 2.190 0.860 0.659 25.76 7183 3.364 2.432 -2.120 2.852 0.448
400T125-33 0.0346 0.225 0.77 0.552 0.265 1.567 0.031 0.371 0.489 0.203 0.112 4.01 905 0.090 0.095 -0.630 1.729 0.867
400T125-43 0.0451 0.293 1.00 0.721 0.345 1.569 0.040 0.369 0.674 0.285 0.179 5.63 1777 0.199 0.124 -0.625 1.729 0.869
400T125-54 0.0566 0.367 1.25 0.907 0.431 1.571 0.049 0.366 0.886 0.383 0.265 7.56 2799 0.853 0.360 0.228 10.79 3446 0.392 0.154 -0.620 1.729 0.871
400T125-68 0.0713 0.462 1.58 1.146 0.541 1.574 0.061 0.364 1.145 0.515 0.390 10.17 3676 1.126 0.486 0.340 14.54 5468 0.783 0.193 -0.614 1.729 0.874
400T125-97 0.1017 0.658 2.24 1.643 0.765 1.580 0.084 0.358 1.642 0.794 0.657 15.69 5244 1.642 0.761 0.610 22.80 7945 2.268 0.271 -0.601 1.728 0.879
400T200-33 0.0346 0.277 0.94 0.773 0.372 1.672 0.113 0.639 0.587 0.222 0.114 4.39 905 0.110 0.340 -1.228 2.170 0.680
400T200-43 0.0451 0.361 1.23 1.011 0.483 1.674 0.146 0.637 0.822 0.315 0.184 6.22 1777 0.244 0.442 -1.222 2.169 0.682
400T200-54 0.0566 0.452 1.54 1.273 0.605 1.678 0.182 0.635 1.099 0.428 0.275 8.46 2799 1.042 0.399 0.235 11.94 3446 0.483 0.554 -1.217 2.167 0.685
400T200-68 0.0713 0.569 1.94 1.609 0.760 1.682 0.227 0.632 1.475 0.587 0.411 11.61 3676 1.401 0.545 0.354 16.31 5468 0.964 0.697 -1.209 2.165 0.688
400T200-97 0.1017 0.811 2.76 2.314 1.077 1.690 0.318 0.626 2.297 0.959 0.739 18.94 5244 2.203 0.888 0.652 26.59 7945 2.794 0.990 -1.194 2.162 0.695
400T300-33 0.0346 0.346 1.18 1.068 0.513 1.757 0.338 0.989 0.694 0.222 0.115 4.39 905 0.138 1.019 -2.102 2.912 0.479
400T300-43 0.0451 0.451 1.54 1.397 0.668 1.761 0.439 0.987 0.969 0.338 0.186 6.69 1777 0.306 1.329 -2.096 2.910 0.481
400T300-54 0.0566 0.565 1.93 1.760 0.837 1.764 0.548 0.985 1.309 0.462 0.280 9.14 2799 1.231 0.429 0.238 12.84 3446 0.604 1.670 -2.090 2.907 0.483
400T300-68 0.0713 0.712 2.43 2.228 1.052 1.769 0.686 0.982 1.783 0.640 0.422 12.66 3676 1.674 0.590 0.361 17.65 5468 1.206 2.107 -2.081 2.903 0.486
400T300-97 0.1017 1.014 3.46 3.209 1.494 1.779 0.967 0.977 2.864 1.070 0.771 21.14 5244 2.697 0.977 0.673 29.26 7945 3.496 3.013 -2.065 2.895 0.491
550T125-33 0.0346 0.277 0.94 1.164 0.411 2.050 0.033 0.346 1.049 0.317 0.114 6.26 654 0.110 0.196 -0.540 2.149 0.937
550T125-43 0.0451 0.361 1.23 1.518 0.534 2.052 0.043 0.344 1.430 0.455 0.183 8.99 1449 0.244 0.254 -0.536 2.149 0.938
550T125-54 0.0566 0.452 1.54 1.907 0.668 2.054 0.053 0.342 1.867 0.604 0.274 11.93 2799 1.806 0.574 0.234 17.19 2863 0.483 0.317 -0.532 2.149 0.939
550T125-68 0.0713 0.569 1.94 2.406 0.839 2.056 0.066 0.340 2.405 0.804 0.409 15.89 4442 2.368 0.765 0.353 22.91 5468 0.964 0.395 -0.527 2.149 0.940
550T125-97 0.1017 0.811 2.76 3.441 1.187 2.060 0.090 0.334 3.440 1.226 0.710 24.23 7258 3.440 1.183 0.645 35.41 10996 2.794 0.551 -0.515 2.150 0.943
550T200-33 0.0346 0.329 1.12 1.575 0.556 2.189 0.123 0.613 1.255 0.312 0.116 6.16 654 0.131 0.699 -1.087 2.520 0.814
550T200-43 0.0451 0.428 1.46 2.056 0.723 2.191 0.160 0.611 1.708 0.500 0.188 9.89 1449 0.290 0.909 -1.082 2.519 0.815
550T200-54 0.0566 0.537 1.83 2.585 0.906 2.194 0.199 0.609 2.262 0.671 0.284 13.26 2799 2.161 0.632 0.241 18.93 2863 0.574 1.137 -1.077 2.519 0.817
550T200-68 0.0713 0.676 2.30 3.264 1.138 2.197 0.248 0.606 3.010 0.909 0.430 17.97 4442 2.877 0.853 0.366 25.53 5468 1.146 1.426 -1.071 2.518 0.819
550T200-97 0.1017 0.963 3.28 4.678 1.614 2.204 0.347 0.600 4.641 1.456 0.792 28.78 7258 4.466 1.363 0.687 40.81 10996 3.320 2.018 -1.057 2.517 0.824
550T300-33 0.0346 0.398 1.36 2.123 0.750 2.310 0.374 0.969 1.475 0.308 0.117 6.08 654 0.159 2.082 -1.908 3.149 0.633
550T300-43 0.0451 0.518 1.77 2.773 0.976 2.313 0.485 0.967 2.006 0.519 0.191 10.25 1449 0.351 2.712 -1.903 3.147 0.634
550T300-54 0.0566 0.650 2.22 3.488 1.223 2.316 0.606 0.965 2.665 0.726 0.290 14.34 2799 2.535 0.667 0.244 19.97 2863 0.694 3.402 -1.897 3.146 0.636
550T300-68 0.0713 0.819 2.79 4.408 1.537 2.320 0.758 0.963 3.589 0.991 0.440 19.58 4442 3.396 0.923 0.373 27.64 5468 1.387 4.283 -1.890 3.143 0.639
550T300-97 0.1017 1.166 3.98 6.327 2.183 2.329 1.068 0.957 5.682 1.620 0.824 32.01 7258 5.381 1.497 0.708 44.82 10996 4.022 6.101 -1.874 3.139 0.644
600T125-33 0.0346 0.294 1.00 1.434 0.465 2.208 0.034 0.339 1.306 0.341 0.114 6.73 599 0.117 0.239 -0.516 2.293 0.949
600T125-43 0.0451 0.383 1.31 1.870 0.605 2.210 0.044 0.337 1.765 0.519 0.184 10.26 1326 0.260 0.310 -0.512 2.293 0.950
600T125-54 0.0566 0.480 1.64 2.349 0.757 2.211 0.054 0.335 2.300 0.687 0.276 13.57 2621 2.229 0.655 0.236 19.61 2621 0.513 0.385 -0.508 2.293 0.951
600T125-68 0.0713 0.605 2.06 2.962 0.950 2.213 0.067 0.332 2.961 0.912 0.413 18.03 4442 2.917 0.870 0.355 26.06 5239 1.025 0.480 -0.503 2.294 0.952
600T125-97 0.1017 0.861 2.94 4.234 1.345 2.217 0.092 0.327 4.233 1.387 0.722 27.41 7929 4.233 1.340 0.653 40.12 11124 2.970 0.670 -0.492 2.295 0.954
600T200-33 0.0346 0.346 1.18 1.921 0.623 2.356 0.126 0.604 1.552 0.339 0.116 6.70 599 0.138 0.852 -1.048 2.649 0.844
600T200-43 0.0451 0.451 1.54 2.508 0.811 2.359 0.163 0.602 2.096 0.570 0.189 11.26 1326 0.306 1.108 -1.043 2.648 0.845
PHYSICAL AND STRUCTURAL PROPERTIES FOR STRUCTURAL (T) TRACK
Section
Designation
11
Design GROSS PROPERTIES EFFECTIVE PROPERTIES 33ksi EFFECTIVE PROPERTIES 50ksi TORSIONAL PROPERTIES
Thickness Area Wt/Ft Ix Sx rx Iy ry Ix Sx A Ma Va Ix Sx A Ma Va Jx1000 Cw Xo Ro
in. in2 Lb/Ft in
4in
3 in in4 in in
4in
3in
2 k-in lbs in4
in3
in2 k-in lbs in
4in
6 in in in
Section
Designation
600T200-54 0.0566 0.565 1.93 3.152 1.016 2.361 0.204 0.600 2.769 0.762 0.286 15.06 2621 2.651 0.720 0.242 21.56 2621 0.604 1.385 -1.038 2.648 0.846
600T200-68 0.0713 0.712 2.43 3.979 1.276 2.364 0.254 0.597 3.677 1.029 0.434 20.33 4442 3.520 0.968 0.369 28.97 5239 1.206 1.738 -1.032 2.648 0.848
600T200-97 0.1017 1.014 3.46 5.698 1.810 2.371 0.355 0.591 5.652 1.640 0.804 32.40 7929 5.445 1.539 0.695 46.06 11124 3.496 2.456 -1.018 2.647 0.852
600T300-33 0.0346 0.415 1.41 2.571 0.834 2.488 0.384 0.961 1.819 0.336 0.118 6.65 599 0.166 2.536 -1.853 3.248 0.675
600T300-43 0.0451 0.541 1.84 3.357 1.086 2.491 0.498 0.959 2.469 0.565 0.192 11.17 1326 0.367 3.303 -1.847 3.247 0.676
600T300-54 0.0566 0.679 2.31 4.223 1.361 2.495 0.622 0.957 3.251 0.824 0.292 16.28 2621 3.119 0.727 0.246 21.75 2621 0.725 4.142 -1.842 3.245 0.678
600T300-68 0.0713 0.854 2.91 5.334 1.710 2.499 0.778 0.955 4.365 1.120 0.444 22.14 4442 4.139 1.048 0.376 31.36 5239 1.448 5.213 -1.834 3.243 0.680
600T300-97 0.1017 1.217 4.15 7.650 2.430 2.507 1.096 0.949 6.884 1.821 0.836 35.99 7929 6.530 1.688 0.716 50.55 11124 4.197 7.418 -1.819 3.239 0.685
800T125-33 0.0346 0.363 1.24 2.904 0.711 2.827 0.036 0.313 2.719 0.440 0.115 8.69 447 0.145 0.459 -0.439 2.878 0.977
800T125-43 0.0451 0.473 1.61 3.786 0.925 2.828 0.046 0.311 3.621 0.751 0.187 14.84 990 0.321 0.593 -0.435 2.878 0.977
800T125-54 0.0566 0.594 2.02 4.753 1.158 2.829 0.057 0.309 4.664 1.067 0.282 21.09 1958 4.558 0.967 0.239 28.95 1958 0.634 0.737 -0.432 2.879 0.978
800T125-68 0.0713 0.747 2.55 5.989 1.454 2.831 0.070 0.307 5.987 1.405 0.424 27.77 3914 5.904 1.351 0.362 40.44 3914 1.267 0.917 -0.427 2.879 0.978
800T125-97 0.1017 1.065 3.63 8.550 2.061 2.834 0.097 0.301 8.546 2.115 0.754 41.80 9037 8.546 2.054 0.674 61.51 11124 3.671 1.275 -0.418 2.880 0.979
800T200-33 0.0346 0.415 1.41 3.761 0.921 3.010 0.135 0.571 3.171 0.448 0.118 8.85 447 0.166 1.646 -0.917 3.198 0.918
800T200-43 0.0451 0.541 1.84 4.906 1.199 3.012 0.175 0.569 4.257 0.753 0.192 14.88 990 0.367 2.137 -0.913 3.198 0.919
800T200-54 0.0566 0.679 2.31 6.163 1.502 3.014 0.218 0.567 5.489 1.174 0.292 23.19 1958 5.366 0.968 0.246 28.97 1958 0.725 2.670 -0.908 3.198 0.919
800T200-68 0.0713 0.854 2.91 7.772 1.887 3.016 0.272 0.564 7.236 1.567 0.445 30.97 3914 6.967 1.488 0.376 44.56 3914 1.448 3.344 -0.902 3.198 0.920
800T200-97 0.1017 1.217 4.15 11.111 2.678 3.021 0.379 0.558 11.019 2.458 0.836 48.57 9037 10.656 2.327 0.716 69.67 11124 4.197 4.713 -0.891 3.199 0.922
800T300-33 0.0346 0.484 1.65 4.904 1.202 3.182 0.416 0.927 3.474 0.451 0.119 8.90 447 0.193 4.896 -1.661 3.707 0.799
800T300-43 0.0451 0.631 2.15 6.400 1.564 3.184 0.540 0.925 4.957 0.750 0.195 14.81 990 0.428 6.371 -1.656 3.707 0.800
800T300-54 0.0566 0.792 2.70 8.043 1.960 3.187 0.675 0.923 6.412 1.185 0.297 23.41 1958 6.253 0.962 0.249 28.81 1958 0.846 7.980 -1.651 3.706 0.802
800T300-68 0.0713 0.997 3.40 10.149 2.464 3.191 0.844 0.920 8.459 1.702 0.455 33.63 3914 8.126 1.536 0.383 46.00 3914 1.689 10.029 -1.644 3.705 0.803
800T300-97 0.1017 1.421 4.84 14.526 3.502 3.198 1.188 0.914 13.170 2.715 0.868 53.65 9037 12.565 2.543 0.737 76.15 11124 4.898 14.233 -1.631 3.704 0.806
925T125-33 0.0346 0.406 1.39 4.183 0.889 3.208 0.036 0.299 3.962 0.504 0.116 9.97 386 0.162 0.636 -0.401 3.247 0.985
925T125-43 0.0451 0.530 1.81 5.453 1.156 3.209 0.047 0.297 5.272 0.846 0.188 16.72 855 0.359 0.821 -0.398 3.247 0.985
925T125-54 0.0566 0.664 2.26 6.844 1.447 3.209 0.058 0.296 6.723 1.343 0.284 26.54 1691 6.634 1.087 0.241 32.54 1691 0.710 1.021 -0.395 3.247 0.985
925T125-68 0.0713 0.837 2.85 8.623 1.818 3.211 0.072 0.293 8.619 1.762 0.428 34.81 3379 8.507 1.699 0.365 50.88 3379 1.418 1.269 -0.391 3.248 0.986
925T125-97 0.1017 1.192 4.06 12.303 2.577 3.213 0.099 0.288 12.298 2.639 0.767 52.16 9037 12.298 2.570 0.683 76.94 9807 4.109 1.762 -0.382 3.248 0.986
925T200-33 0.0346 0.458 1.56 5.324 1.131 3.408 0.139 0.551 4.359 0.516 0.118 10.21 386 0.183 2.295 -0.851 3.556 0.943
925T200-43 0.0451 0.597 2.04 6.944 1.472 3.410 0.180 0.550 6.135 0.861 0.193 17.01 855 0.405 2.978 -0.847 3.556 0.943
925T200-54 0.0566 0.749 2.55 8.720 1.844 3.411 0.225 0.547 7.876 1.371 0.294 27.08 1691 7.729 1.105 0.247 33.08 1691 0.800 3.719 -0.843 3.556 0.944
925T200-68 0.0713 0.943 3.22 10.993 2.318 3.413 0.280 0.545 10.276 1.953 0.449 38.59 3379 9.964 1.780 0.379 53.28 3379 1.599 4.655 -0.838 3.557 0.945
925T200-97 0.1017 1.344 4.58 15.705 3.290 3.418 0.391 0.539 15.575 3.038 0.849 60.04 9037 15.093 2.889 0.724 86.51 9807 4.635 6.552 -0.827 3.558 0.946
925T300-33 0.0346 0.528 1.80 6.845 1.454 3.602 0.432 0.905 4.649 0.522 0.119 10.32 386 0.211 6.836 -1.562 4.029 0.850
925T300-43 0.0451 0.688 2.34 8.931 1.893 3.604 0.561 0.903 7.090 0.865 0.196 17.09 855 0.466 8.891 -1.558 4.029 0.851
925T300-54 0.0566 0.863 2.94 11.220 2.373 3.607 0.700 0.901 9.155 1.356 0.299 26.80 1691 8.938 1.110 0.251 33.22 1691 0.921 11.133 -1.553 4.029 0.851
925T300-68 0.0713 1.086 3.70 14.153 2.984 3.610 0.877 0.898 11.914 2.116 0.460 41.81 3379 11.596 1.757 0.386 52.60 3379 1.840 13.983 -1.546 4.029 0.853
925T300-97 0.1017 1.548 5.28 20.242 4.240 3.616 1.233 0.893 18.431 3.344 0.881 66.09 9037 17.637 3.149 0.745 94.28 9807 5.336 19.822 -1.533 4.028 0.855
1000T125-33 0.0346 0.432 1.47 5.101 1.004 3.434 0.037 0.292 4.724 0.544 0.116 10.74 357 0.173 0.757 -0.382 3.468 0.988
1000T125-43 0.0451 0.563 1.92 6.649 1.306 3.435 0.047 0.290 6.461 0.905 0.189 17.89 791 0.382 0.978 -0.379 3.468 0.988
1000T125-54 0.0566 0.707 2.41 8.345 1.635 3.436 0.059 0.288 8.226 1.450 0.285 28.65 1563 8.129 1.162 0.241 34.79 1563 0.755 1.215 -0.376 3.468 0.988
1000T125-68 0.0713 0.890 3.03 10.512 2.054 3.437 0.073 0.286 10.508 1.993 0.430 39.39 3124 10.389 1.884 0.367 56.40 3124 1.508 1.510 -0.372 3.469 0.989
1000T125-97 0.1017 1.268 4.32 14.996 2.913 3.439 0.100 0.281 14.989 2.979 0.773 58.87 9037 14.989 2.904 0.687 86.96 9065 4.372 2.095 -0.364 3.469 0.989
1000T200-33 0.0346 0.484 1.65 6.432 1.266 3.644 0.142 0.541 5.074 0.558 0.118 11.03 357 0.193 2.743 -0.816 3.773 0.953
1000T200-43 0.0451 0.631 2.15 8.387 1.647 3.645 0.183 0.539 7.478 0.926 0.194 18.30 791 0.428 3.558 -0.813 3.774 0.954
1000T200-54 0.0566 0.792 2.70 10.531 2.064 3.647 0.228 0.537 9.596 1.464 0.295 28.92 1563 9.419 1.188 0.248 35.58 1563 0.846 4.443 -0.809 3.774 0.954
1000T200-68 0.0713 0.997 3.40 13.275 2.594 3.649 0.284 0.534 12.437 2.202 0.451 43.52 3124 12.138 1.898 0.381 56.83 3124 1.689 5.559 -0.803 3.774 0.955
1000T200-97 0.1017 1.421 4.84 18.960 3.683 3.653 0.397 0.529 18.804 3.412 0.855 67.43 9037 18.242 3.252 0.728 97.38 9065 4.898 7.819 -0.793 3.775 0.956
1000T300-33 0.0346 0.554 1.89 8.206 1.615 3.850 0.441 0.892 5.447 0.565 0.120 11.17 357 0.221 8.179 -1.509 4.230 0.873
1000T300-43 0.0451 0.721 2.46 10.705 2.102 3.852 0.572 0.890 8.606 0.934 0.196 18.46 791 0.489 10.637 -1.504 4.230 0.874
1000T300-54 0.0566 0.905 3.08 13.447 2.635 3.855 0.714 0.888 11.104 1.460 0.300 28.84 1563 10.847 1.198 0.252 35.88 1563 0.966 13.316 -1.499 4.230 0.874
1000T300-68 0.0713 1.140 3.88 16.959 3.313 3.858 0.894 0.885 14.368 2.361 0.462 46.66 3124 14.060 1.890 0.388 56.58 3124 1.931 16.720 -1.493 4.230 0.875
1000T300-97 0.1017 1.624 5.53 24.246 4.709 3.864 1.257 0.880 22.130 3.748 0.887 74.07 9037 21.211 3.539 0.749 105.95 9065 5.599 23.689 -1.480 4.230 0.878
1125T125-33 0.0346 0.476 1.62 6.904 1.210 3.810 0.037 0.280 6.729 0.650 0.117 12.84 297 0.190 0.985 -0.353 3.836 0.992
1125T125-43 0.0451 0.620 2.11 8.999 1.574 3.810 0.048 0.279 10.444 1.069 0.190 21.13 658 0.420 1.272 -0.351 3.837 0.992
1125T125-54 0.0566 0.778 2.65 11.293 1.971 3.811 0.060 0.277 13.283 1.670 0.287 33.01 1300 13.134 1.370 0.243 41.02 1300 0.830 1.579 -0.348 3.837 0.992
1125T125-68 0.0713 0.979 3.34 14.225 2.477 3.812 0.074 0.275 16.808 2.677 0.435 52.89 2599 16.768 2.161 0.370 64.72 2599 1.659 1.963 -0.344 3.837 0.992
1125T125-97 0.1017 1.395 4.76 20.287 3.514 3.813 0.102 0.270 23.968 3.979 0.786 78.62 7542 23.968 3.890 0.695 116.46 7542 4.810 2.720 -0.336 3.837 0.992
1125T200-33 0.0346 0.528 1.80 8.584 1.504 4.034 0.145 0.524 7.343 0.669 0.119 13.23 297 0.211 3.588 -0.765 4.139 0.966
1125T200-43 0.0451 0.688 2.34 11.193 1.958 4.035 0.187 0.522 11.942 1.103 0.195 21.80 658 0.466 4.654 -0.761 4.139 0.966
1125T200-54 0.0566 0.863 2.94 14.052 2.453 4.036 0.233 0.520 15.302 1.718 0.297 33.96 1300 15.033 1.414 0.250 42.34 1300 0.921 5.808 -0.757 4.139 0.967
1125T200-68 0.0713 1.086 3.70 17.709 3.084 4.038 0.291 0.517 19.649 2.780 0.456 54.93 2599 19.346 2.224 0.383 66.57 2599 1.840 7.265 -0.752 4.140 0.967
1125T200-97 0.1017 1.548 5.28 25.283 4.379 4.042 0.405 0.512 29.413 4.503 0.868 88.99 7542 28.608 4.314 0.737 129.17 7542 5.336 10.210 -0.742 4.141 0.968
1125T300-33 0.0346 0.597 2.03 10.824 1.897 4.259 0.453 0.871 7.932 0.680 0.120 13.44 297 0.238 10.728 -1.428 4.575 0.903
1125T300-43 0.0451 0.778 2.65 14.118 2.469 4.261 0.588 0.870 12.649 1.121 0.198 22.14 658 0.527 13.948 -1.423 4.575 0.903
1125T300-54 0.0566 0.976 3.33 17.730 3.095 4.263 0.734 0.867 17.519 1.737 0.303 34.33 1300 16.179 1.437 0.253 43.01 1300 1.042 17.455 -1.419 4.576 0.904
1125T300-68 0.0713 1.229 4.19 22.355 3.892 4.265 0.919 0.865 22.638 2.768 0.466 54.70 2599 22.167 2.246 0.391 67.25 2599 2.082 21.909 -1.413 4.576 0.905
1125T300-97 0.1017 1.751 5.97 31.945 5.533 4.271 1.292 0.859 34.171 4.920 0.900 97.22 7542 32.876 4.673 0.758 139.91 7542 6.038 31.016 -1.401 4.576 0.906
1200T125-33 0.0346 0.502 1.71 8.163 1.342 4.034 0.038 0.274 6.729 0.650 0.117 12.84 297 0.200 1.137 -0.338 4.057 0.993
1200T125-43 0.0451 0.654 2.23 10.639 1.746 4.034 0.049 0.272 10.444 1.069 0.190 21.13 658 0.443 1.468 -0.336 4.057 0.993
1200T125-54 0.0566 0.820 2.79 13.351 2.187 4.035 0.060 0.271 13.283 1.670 0.287 33.01 1300 13.134 1.370 0.243 41.02 1300 0.876 1.823 -0.333 4.058 0.993
1200T125-68 0.0713 1.033 3.52 16.816 2.749 4.035 0.074 0.268 16.808 2.677 0.435 52.89 2599 16.768 2.161 0.370 64.72 2599 1.750 2.264 -0.329 4.058 0.993
1200T125-97 0.1017 1.472 5.02 23.980 3.900 4.037 0.102 0.264 23.968 3.979 0.786 78.62 7542 23.968 3.890 0.695 116.46 7542 5.073 3.137 -0.322 4.058 0.994
1200T200-33 0.0346 0.554 1.89 10.071 1.656 4.265 0.146 0.514 7.343 0.669 0.119 13.23 297 0.221 4.156 -0.737 4.359 0.971
12
Design GROSS PROPERTIES EFFECTIVE PROPERTIES 33ksi EFFECTIVE PROPERTIES 50ksi TORSIONAL PROPERTIES
Thickness Area Wt/Ft Ix Sx rx Iy ry Ix Sx A Ma Va Ix Sx A Ma Va Jx1000 Cw Xo Ro
in. in2 Lb/Ft in
4in
3 in in4 in in
4in
3in
2 k-in lbs in4
in3
in2 k-in lbs in
4in
6 in in in
Section
Designation
1200T200-43 0.0451 0.721 2.46 13.131 2.156 4.267 0.189 0.512 11.942 1.103 0.195 21.80 658 0.489 5.389 -0.733 4.359 0.972
1200T200-54 0.0566 0.905 3.08 16.484 2.701 4.268 0.236 0.510 15.302 1.718 0.297 33.96 1300 15.033 1.414 0.250 42.34 1300 0.966 6.725 -0.730 4.360 0.972
1200T200-68 0.0713 1.140 3.88 20.773 3.395 4.270 0.294 0.508 19.649 2.780 0.456 54.93 2599 19.346 2.224 0.383 66.57 2599 1.931 8.410 -0.725 4.360 0.972
1200T200-97 0.1017 1.624 5.53 29.652 4.823 4.273 0.410 0.502 29.413 4.503 0.868 88.99 7542 28.608 4.314 0.737 129.17 7542 5.599 11.814 -0.715 4.361 0.973
1200T300-33 0.0346 0.623 2.12 12.616 2.075 4.501 0.460 0.859 7.932 0.680 0.120 13.44 297 0.249 12.447 -1.383 4.787 0.916
1200T300-43 0.0451 0.812 2.77 16.454 2.701 4.503 0.597 0.857 12.649 1.121 0.198 22.14 658 0.550 16.180 -1.379 4.787 0.917
1200T300-54 0.0566 1.018 3.47 20.662 3.385 4.505 0.745 0.855 17.519 1.737 0.303 34.33 1300 16.179 1.437 0.253 43.01 1300 1.087 20.246 -1.375 4.787 0.918
1200T300-68 0.0713 1.282 4.37 26.049 4.258 4.507 0.932 0.853 22.638 2.768 0.466 54.70 2599 22.167 2.246 0.391 67.25 2599 2.173 25.407 -1.369 4.787 0.918
1200T300-97 0.1017 1.828 6.23 37.215 6.053 4.513 1.311 0.847 34.171 4.920 0.900 97.22 7542 32.876 4.673 0.758 139.91 7542 6.301 35.953 -1.357 4.788 0.920
1400T125-33 0.0346 0.571 1.95 12.229 1.727 4.628 0.038 0.259 9.280 0.758 0.117 14.97 254 0.228 1.600 -0.304 4.646 0.996
1400T125-43 0.0451 0.744 2.54 15.938 2.247 4.629 0.049 0.258 14.779 1.239 0.191 24.48 563 0.504 2.065 -0.302 4.646 0.996
1400T125-54 0.0566 0.933 3.18 19.999 2.815 4.629 0.061 0.256 19.988 1.909 0.289 37.73 1113 18.908 1.586 0.244 47.49 1113 0.997 2.563 -0.299 4.646 0.996
1400T125-68 0.0713 1.175 4.01 25.187 3.538 4.629 0.076 0.254 25.174 3.040 0.438 60.08 2225 25.174 2.465 0.372 73.82 2225 1.991 3.182 -0.296 4.646 0.996
1400T125-97 0.1017 1.675 5.71 35.909 5.023 4.630 0.104 0.249 35.890 5.114 0.795 101.05 6457 35.890 5.011 0.701 150.03 6457 5.775 4.404 -0.289 4.646 0.996
1400T200-33 0.0346 0.623 2.12 14.819 2.093 4.878 0.150 0.491 10.136 0.781 0.119 15.44 254 0.249 5.896 -0.672 4.949 0.982
1400T200-43 0.0451 0.812 2.77 19.319 2.724 4.879 0.194 0.489 16.059 1.283 0.196 25.35 563 0.550 7.643 -0.669 4.949 0.982
1400T200-54 0.0566 1.018 3.47 24.248 3.414 4.880 0.242 0.487 22.819 1.982 0.299 39.16 1113 20.523 1.644 0.251 49.22 1113 1.087 9.534 -0.665 4.949 0.982
1400T200-68 0.0713 1.282 4.37 30.552 4.292 4.881 0.301 0.485 29.282 3.147 0.459 62.19 2225 28.837 2.561 0.386 76.68 2225 2.173 11.917 -0.661 4.950 0.982
1400T200-97 0.1017 1.828 6.23 43.594 6.098 4.884 0.420 0.480 43.254 5.730 0.877 113.23 6457 42.263 5.331 0.743 159.62 6457 6.301 16.724 -0.652 4.951 0.983
1400T300-33 0.0346 0.692 2.36 18.272 2.580 5.139 0.475 0.829 10.947 0.795 0.120 15.72 254 0.276 17.743 -1.278 5.360 0.943
1400T300-43 0.0451 0.902 3.07 23.827 3.360 5.140 0.616 0.827 17.215 1.308 0.198 25.85 563 0.611 23.058 -1.275 5.360 0.943
1400T300-54 0.0566 1.131 3.86 29.915 4.211 5.142 0.769 0.825 25.893 2.018 0.304 39.88 1113 21.968 1.676 0.254 50.19 1113 1.208 28.842 -1.270 5.360 0.944
1400T300-68 0.0713 1.425 4.86 37.705 5.297 5.144 0.963 0.822 33.414 3.182 0.469 62.88 2225 32.747 2.607 0.393 78.07 2225 2.414 36.179 -1.265 5.361 0.944
1400T300-97 0.1017 2.031 6.92 53.841 7.532 5.149 1.354 0.816 49.698 6.229 0.909 123.09 6457 48.463 5.333 0.764 159.67 6457 7.002 51.152 -1.254 5.362 0.945
Design
Thickness Area Wt/Ft Ix Sx Ma Ix Sx Ma Ix Sx Ma
in. in2 Lb/Ft in
4in
3 lb-ft in4
in3 lb-ft in
4in
3 lb-ft
087F137-18 0.0188 0.081 0.27 0.008 0.017 28.4 0.010 0.021 35.32 0.008 0.017 28.38
087F137-27 0.0283 0.121 0.41 0.012 0.027 44.1 0.014 0.031 51.83 0.012 0.027 44.09
087F137-30 0.0312 0.133 0.45 0.013 0.029 48.0 0.015 0.034 56.69 0.013 0.029 47.98
087F137-33 0.0346 0.147 0.50 0.014 0.032 52.4 0.017 0.038 62.29 0.014 0.032 52.39
150F137-18 0.0188 0.104 0.35 0.032 0.040 65.7 0.034 0.045 73.81 0.032 0.040 65.68
150F137-27 0.0283 0.156 0.53 0.048 0.064 104.9 0.051 0.066 109.46 0.048 0.064 104.90
150F137-30 0.0312 0.172 0.59 0.052 0.070 114.9 0.056 0.073 120.12 0.052 0.070 114.88
150F137-33 0.0346 0.191 0.65 0.058 0.077 126.4 0.062 0.080 132.49 0.058 0.077 126.40
150F137-43 0.0451 0.247 0.84 0.073 0.098 160.8 0.079 0.103 169.83 0.073 0.098 160.77
notes:
1. Effective properties are given as the minimum value for either positive of negative bending
2. Fy = 33 ksi
Design
Thickness Area Wt/Ft Ix Sx Ma Ix Sx Ma Ix Sx Ma
in. in2 Lb/Ft in
4in
3 lb-ft in4
in3 lb-ft in
4in
3 lb-ft
RC1 0.0188 0.049 0.17 0.002 0.010 0.19 0.002 0.006 0.12
RC2 0.0188 0.064 0.22 0.002 0.006 9.9 0.002 0.010 0.19 0.002 0.006 0.12
notes:
1. Effective properties are given as the minimum value for either positive of negative bending
2. Fy = 33 ksi
Design
Thickness Area Wt/Ft Ix Sx rx Iy ry Ix Sx Ma
in. in2 Lb/Ft in4 in3 in in4 in in4 in3 k-in
075U50-54 0.0566 0.087 0.30 0.007 0.019 0.288 0.002 0.156 0.007 0.019 0.38
150U50-54 0.0566 0.129 0.44 0.039 0.052 0.548 0.003 0.145 0.039 0.052 1.03
notes:
1. Effective properties based on 33 ksi
Section
Designation
Gross Properties Effective Properties Tension at bottom effective
Gross Properties Effective Properties Tension at bottom effective
Tension at top effective
Section
Designation
Tension at top effective
PHYSICAL AND STRUCTURAL PROPERTIES FOR U-Channel (U) Sections
PHYSICAL AND STRUCTURAL PROPERTIES FOR RC1 & RC2 FURRING CHANNELS
Section
Designation
GROSS PROPERTIES EFFECTIVE
PHYSICAL AND STRUCTURAL PROPERTIES FOR (HAT) FURRING (F) CHANNELS
13
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Fax: 616-261-1960
Corporate Office
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Grandville, MI 49418
STEEL STUD
SOLUTIONS LLC
Phone: 615-736-5670
Fax: 615-736-5671
Nashville Office
407 Driftwood
Nashville, TN 37210
Phone: 501-778-2000
Fax: 501-778-2048
Benton Office
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Benton, AR 72018
Certification of Material
Steel Studs Solutions, LLC certifies that all of its building products are manufactured so that they meet or exceed all applicable standards listed below.
Steel Stud Solutions, LLC Production Capabilities DRYWALL STRUCTURAL Web Sizes 1 5/8” to 6” 2 ½” to 14” Flange Sizes 1 ¼” 1 3/8” to 3” Return Sizes ¼” ½” & 9/16” Yield Sizes 33 KSI 33, 50 KSI Gauges 25, 22, & 20 20, 18, 16, 14, & 12 Steel Stud Solutions, LLC Non-Structural Framing Standards
•••• ASTM C-645 “Standard Specification for Nonstructural Steel Framing Members” • ASTM C-754 “Standard Specification for Installation of Steel Framing Members to Receive Screw-attached gypsum Panel Products” Steel Stud Solutions drywall framing members have a protective coating equal or greater than ASTM A 653/653M, A1003, and C955 minimum coating designation G-40.
Steel Stud Solutions, LLC Structural Framing Standards •••• ASTM C-955 “Specifications for Load Bearing (Transverse and Axial) Steel Studs, Runners (Track), and Bracing of Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases”
• ASTM C-1007 “Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories”
Steel Stud Solutions structural framing members have a protective coating equal or greater than ASTM A 653/653M, A1003, and C955 coating designation G-60.
Steel Stud Solutions, LLC Protective Coating Standards •••• ASTM A-924/924M “Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process” • ASTM A-653/653M “Standard Specification for General Requirements for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Coated (Galvannealed) by the Hot-Dip Process” • ASTM A-591/591M “Steel Sheet, Zinc-Coated, for Light Coating Mass Applications”
• ASTM A1003 “Standard Specification for Steel Sheet, Carbon, Metallic-and Nonmetallic-coated for Cold-formed Framing Members
Sectional and structural properties of steel framing members were calculated in conformance with AISI- “Specifications of the Design of Cold-Formed Steel Structural Members” 2001 Edition.
Steel Stud SolutionsLimiting Wall Heights - Drywall Studs (feet - inches)
notes:"s" denotes stress controlled
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
162S125-18 33 12 9-9 7-9 6-9 5-4 4-8 3-11 4-10 4-3 3-7 4-4 s 3-11 3-4
162S125-18 33 16 8-6 s 7-0 6-2 4-10 4-3 3-7 4-3 s 3-10 3-3 3-9 s 3-7 3-0
162S125-18 33 24 6-11 s 6-2 5-4 4-0 s 3-8 3-1 3-5 s 3-4 2-10 3-1 s 3-1 s 2-7
162S125-27 33 12 11-4 9-0 7-10 6-2 5-5 4-7 5-8 4-11 4-2 5-3 4-7 3-10
162S125-27 33 16 10-3 8-2 7-1 5-8 4-11 4-2 5-1 4-6 3-9 4-9 s 4-2 3-6
162S125-27 33 24 8-8 s 7-1 6-2 4-11 4-3 3-7 4-4 s 3-11 3-3 3-10 s 3-7 3-0
162S125-30 33 12 11-8 9-3 8-1 6-5 5-7 4-8 5-10 5-1 4-3 5-5 4-8 4-0
162S125-30 33 16 10-7 8-5 7-4 5-10 5-1 4-3 5-3 4-7 3-11 4-11 4-3 3-7
162S125-30 33 24 9-3 7-4 6-5 5-1 4-5 3-9 4-7 4-0 3-5 4-2 s 3-9 3-2
250S125-18 33 12 13-0 s 10-9 9-4 7-5 6-6 5-5 6-6 s 5-11 4-11 5-10 s 5-5 4-7
250S125-18 33 16 11-3 s 9-9 8-6 6-6 s 5-11 4-11 5-7 s 5-4 4-6 5-0 s 4-11 4-2
250S125-18 33 24 9-2 s 8-6 7-5 5-4 s 5-2 4-4 4-7 s 4-7 s 3-11 4-1 s 4-1 s 3-8
250S125-27 33 12 15-8 12-5 10-10 8-7 7-6 6-4 7-10 6-10 5-9 7-3 6-4 5-4
250S125-27 33 16 14-1 s 11-3 9-10 7-10 6-10 5-9 7-0 s 6-2 5-3 6-3 s 5-9 4-10
250S125-27 33 24 11-6 s 9-10 8-7 6-7 s 5-11 5-0 5-9 s 5-5 4-7 5-1 s 5-0 4-3
250S125-30 33 12 16-2 12-10 11-2 8-11 7-9 6-6 8-1 7-0 5-11 7-6 6-6 5-6
250S125-30 33 16 14-8 11-8 10-2 8-1 7-0 5-11 7-4 6-5 5-5 6-9 s 5-11 5-0
250S125-30 33 24 12-4 s 10-2 8-11 7-0 6-2 5-2 6-2 s 5-7 4-8 5-6 s 5-2 4-4
362S125-18 33 12 16-2 s 14-4 12-6 9-4 s 8-8 7-4 8-1 s 7-10 6-8 7-3 s 7-3 s 6-2
362S125-18 33 16 14-0 s 13-0 11-4 8-1 s 7-10 6-8 7-0 s 7-0 s 6-0 6-3 s 6-3 s 5-7
362S125-18 33 24 11-5 s 11-4 9-11 6-7 s 6-7 s 5-9 5-8 s 5-8 s 5-3 5-1 s 5-1 s 4-11
362S125-27 33 12 20-10 16-7 14-5 11-6 10-0 8-5 10-5 9-1 7-8 9-4 s 8-5 7-1
362S125-27 33 16 18-2 s 15-0 13-2 10-5 9-1 7-8 9-1 s 8-3 6-11 8-1 s 7-8 6-5
362S125-27 33 24 14-10 s 13-2 11-6 8-7 s 7-11 6-8 7-5 s 7-2 6-1 6-7 s 6-7 s 5-8
362S125-30 33 12 21-7 17-1 14-11 11-10 10-4 8-9 10-9 9-5 7-11 10-0 8-9 7-4
362S125-30 33 16 19-5 s 15-6 13-7 10-9 9-5 7-11 9-8 s 8-6 7-2 8-8 s 7-11 6-8
362S125-30 33 24 15-10 s 13-7 11-10 9-1 s 8-2 6-11 7-11 s 7-5 6-3 7-1 s 6-11 5-10
400S125-18 33 12 17-0 s 15-5 13-6 9-9 s 9-4 7-10 8-6 s 8-6 s 7-2 7-7 s 7-7 s 6-8
400S125-18 33 16 14-8 s 14-0 12-3 8-6 s 8-6 s 7-2 7-4 s 7-4 s 6-6 6-7 s 6-7 s 6-0
400S125-18 33 24 12-0 s 12-0 s 10-8 6-11 s 6-11 s 6-3 6-0 s 6-0 s 5-8 5-4 s 5-4 s 5-3
400S125-27 33 12 22-6 s 17-11 15-7 12-5 10-10 9-1 11-3 s 9-10 8-3 10-1 s 9-1 7-8
400S125-27 33 16 19-6 s 16-3 14-2 11-3 s 9-10 8-3 9-9 s 8-11 7-6 8-8 s 8-3 7-0
400S125-27 33 24 15-11 s 14-2 12-5 9-2 s 8-7 7-3 7-11 s 7-9 6-7 7-1 s 7-1 s 6-1
400S125-30 33 12 23-3 18-6 16-2 12-10 11-2 9-5 11-7 10-2 8-7 10-9 s 9-5 7-11
400S125-30 33 16 20-9 s 16-9 14-8 11-7 10-2 8-7 10-4 s 9-3 7-9 9-3 s 8-7 7-2
400S125-30 33 24 17-0 s 14-8 12-10 9-9 s 8-10 7-6 8-6 s 8-1 6-9 7-7 s 7-6 6-3
600S125-18 33 12 20-9 s 20-9 s 18-5 11-11 s 11-11 s 10-9 10-4 s 10-4 s 9-9 9-3 s 9-3 s 9-1
600S125-18 33 16 17-11 s 17-11 s 16-9 10-4 s 10-4 s 9-9 8-11 s 8-11 s 8-10 8-0 s 8-0 s 8-0 s
600S125-18 33 24 14-8 s 14-8 s 14-7 8-5 s 8-5 s 8-5 s 7-4 s 7-4 s 7-4 s 6-6 s 6-6 s 6-6 s
600S125-27 33 12 28-3 s 24-10 21-8 16-4 s 15-0 12-8 14-1 s 13-8 11-6 12-7 s 12-7 s 10-8
600S125-27 33 16 24-6 s 22-7 19-8 14-1 s 13-8 11-6 12-3 s 12-3 s 10-5 10-11 s 10-11 s 9-8
600S125-27 33 24 20-0 s 19-8 17-2 11-6 s 11-6 s 10-0 10-0 s 10-0 s 9-1 8-11 s 8-11 s 8-6
600S125-30 33 12 31-1 s 25-7 22-4 17-9 15-6 13-1 15-6 s 14-1 11-10 13-10 s 13-1 11-0
600S125-30 33 16 26-11 s 23-3 20-4 15-6 s 14-1 11-10 13-5 s 12-9 10-9 12-0 s 11-10 10-0
600S125-30 33 24 22-0 s 20-4 17-9 12-8 s 12-3 10-4 11-0 s 11-0 s 9-5 9-10 s 9-10 s 8-9
notes:1. Distances are for single spans2. Fy = 33 ksi3. Based on effective properties4. 1" minimum end bearing length5. Members to be braced from rotation at supports
Section Thickness
Designation mils 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24
162S125 18 7-6 6-11 6-3 8-4 7-7 6-7 6-9 6-2 5-5 7-3 6-7 5-9 5-4 4-10 4-1 e 5-7 5-1 e 4-3 e
162S125 27 8-8 7-11 7-1 9-8 8-9 7-8 7-8 7-2 6-5 8-5 7-8 6-8 6-3 5-9 5-0 6-6 5-11 5-2
162S125 30 8-10 8-2 7-3 10-0 9-1 7-11 7-11 7-4 6-7 8-8 7-11 6-11 6-5 5-11 5-2 6-9 6-1 5-4
250S125 18 8-4 7-10 7-1 11-7 10-6 9-2 7-7 7-1 6-4 10-1 9-2 8-0 e 6-3 e 5-9 e 5-0 e 7-9 e 6-10 e 5-8 e
250S125 27 9-11 9-2 8-2 13-5 12-2 10-7 8-10 8-2 7-3 11-8 10-7 9-3 7-2 6-7 5-11 9-0 8-2 7-0
250S125 30 10-3 9-5 8-5 13-10 12-7 10-11 9-2 8-5 7-6 12-1 10-11 9-7 7-5 6-10 6-1 9-4 8-5 7-5
362S125 18 9-5 8-10 8-0 13-2 12-6 11-1 e 8-7 7-11 7-1 e 12-1 e 11-0 e 9-6 e 7-0 e 6-6 e 5-10 e 9-3 e 8-3 e 6-11 e
362S125 27 10-11 10-1 9-1 15-2 14-4 12-11 9-10 9-1 8-1 13-11 12-10 11-4 8-0 7-5 6-7 11-2 10-1 8-7 e
362S125 30 11-3 10-5 9-4 15-8 14-10 13-4 10-1 9-4 8-5 14-5 13-4 11-10 8-3 7-7 6-10 11-8 10-7 9-1
400S125 18 9-8 9-2 8-3 e 13-5 12-9 e 11-5 e 8-10 8-2 e 7-4 e 12-4 e 11-4 e 9-10 e 7-2 e 6-8 e 6-0 e 9-7 e 8-6 e 7-2 e
400S125 27 11-3 10-5 9-4 15-7 14-10 13-4 10-1 9-4 8-4 14-4 13-3 11-10 8-3 7-7 6-10 11-7 10-6 9-1 e
400S125 30 11-7 10-9 9-7 16-2 15-4 13-9 10-5 9-7 8-8 14-10 13-9 12-3 8-6 7-10 7-0 12-1 11-0 9-6
600S125 18 10-11 e 10-1 e 9-1 e 14-7 e 13-10 e 12-6 e 9-10 e 9-1 e 8-1 e 13-5 e 12-5 e 11-0 e 8-0 e 7-4 e 6-6 e 10-10 e 9-10 e 8-5 e
600S125 27 12-8 11-9 10-7 17-2 16-10 15-2 11-4 10-7 9-6 16-4 15-1 13-4 9-4 8-8 7-9 e 13-3 12-2 e 10-8 e
600S125 30 13-0 12-1 10-10 18-0 17-4 15-7 11-8 10-10 9-9 16-10 15-7 14-0 9-7 8-10 8-0 13-9 12-9 11-4 e
Section Thickness
Designation mils 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24
162S125 18 7-3 6-7 5-9 7-3 6-7 5-9 6-4 5-9 5-0 6-4 5-9 5-0 4-11 4-5 3-11 e 4-11 4-5 3-11 e
162S125 27 8-5 7-8 6-8 8-5 7-8 6-8 7-4 6-8 5-10 7-4 6-8 5-10 5-8 5-2 4-6 5-8 5-2 4-6
162S125 30 8-8 7-11 6-11 8-8 7-11 6-11 7-7 6-11 6-0 7-7 6-11 6-0 5-10 5-4 4-8 5-10 5-4 4-8
250S125 18 8-4 7-10 7-1 10-1 9-2 8-0 7-7 7-1 6-4 8-10 8-0 7-0 e 6-3 e 5-9 e 5-0 e 6-10 e 6-2 e 5-5 e
250S125 27 9-11 9-2 8-2 11-8 10-7 9-3 8-10 8-2 7-3 10-2 9-3 8-1 7-2 6-7 5-11 7-11 7-2 6-3
250S125 30 10-3 9-5 8-5 12-1 10-11 9-7 9-2 8-5 7-6 10-6 9-7 8-4 7-5 6-10 6-1 8-2 7-5 6-5
362S125 18 9-5 8-10 8-0 13-2 12-3 10-8 e 8-7 7-11 7-1 e 11-9 e 10-8 e 9-4 e 7-0 e 6-6 e 5-10 e 9-1 e 8-3 e 6-11 e
362S125 27 10-11 10-1 9-1 15-2 14-2 12-4 9-10 9-1 8-1 13-7 12-4 10-9 8-0 7-5 6-7 10-6 9-6 8-4
362S125 30 11-3 10-5 9-4 15-8 14-7 12-9 10-1 9-4 8-5 14-1 12-9 11-2 8-3 7-7 6-10 10-10 9-10 8-7
400S125 18 9-8 9-2 8-3 e 13-5 12-9 e 11-5 e 8-10 8-2 e 7-4 e 12-4 e 11-4 e 9-10 e 7-2 e 6-8 e 6-0 e 9-7 e 8-6 e 7-2 e
400S125 27 11-3 10-5 9-4 15-7 14-10 13-4 10-1 9-4 8-4 14-4 13-3 11-8 8-3 7-7 6-10 11-4 10-4 9-0 e
400S125 30 11-7 10-9 9-7 16-2 15-4 13-9 10-5 9-7 8-8 14-10 13-9 12-0 8-6 7-10 7-0 11-9 10-8 9-4
600S125 18 10-11 e 10-1 e 9-1 e 14-7 e 13-10 e 12-6 e 9-10 e 9-1 e 8-1 e 13-5 e 12-5 e 11-0 e 8-0 e 7-4 e 6-6 e 10-10 e 9-10 e 8-5 e
600S125 27 12-8 11-9 10-7 17-2 16-10 15-2 11-4 10-7 9-6 16-4 15-1 13-4 9-4 8-8 7-9 e 13-3 12-2 e 10-8 e
600S125 30 13-0 12-1 10-10 18-0 17-4 15-7 11-8 10-10 9-9 16-10 15-7 14-0 9-7 8-10 8-0 13-9 12-9 11-4 e
Drywall Studs Allowable Ceiling Spans L/360
Drywall Studs Allowable Ceiling Spans L/240
Unsupported Midspan
4psf 6psf 13psf
Lateral Support of Compression Flange Lateral Support of Compression Flange Lateral Support of Compression Flange
Spacing (in.) o.c. Spacing (in.) o.c.
Unsupported Midspan Unsupported Midspan
Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Steel Stud Solutions
Unsupported Midspan Midspan
4psf
Lateral Support of Compression Flange Lateral Support of Compression Flange
Spacing (in.) o.c. Spacing (in.) o.c.Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
6psf 13psf
Lateral Support of Compression Flange
Unsupported MidspanUnsupported
Steel Stud SolutionsLimiting Wall Heights - Drywall Studs (feet - inches)
notes:"s" denotes stress controlled
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
162S125-18 33 12 9-9 7-9 6-9 5-4 4-8 3-11 4-10 4-3 3-7 4-4 s 3-11 3-4
162S125-18 33 16 8-6 s 7-0 6-2 4-10 4-3 3-7 4-3 s 3-10 3-3 3-9 s 3-7 3-0
162S125-18 33 24 6-11 s 6-2 5-4 4-0 s 3-8 3-1 3-5 s 3-4 2-10 3-1 s 3-1 s 2-7
162S125-27 33 12 11-4 9-0 7-10 6-2 5-5 4-7 5-8 4-11 4-2 5-3 4-7 3-10
162S125-27 33 16 10-3 8-2 7-1 5-8 4-11 4-2 5-1 4-6 3-9 4-9 s 4-2 3-6
162S125-27 33 24 8-8 s 7-1 6-2 4-11 4-3 3-7 4-4 s 3-11 3-3 3-10 s 3-7 3-0
162S125-30 33 12 11-8 9-3 8-1 6-5 5-7 4-8 5-10 5-1 4-3 5-5 4-8 4-0
162S125-30 33 16 10-7 8-5 7-4 5-10 5-1 4-3 5-3 4-7 3-11 4-11 4-3 3-7
162S125-30 33 24 9-3 7-4 6-5 5-1 4-5 3-9 4-7 4-0 3-5 4-2 s 3-9 3-2
250S125-18 33 12 13-0 s 10-9 9-4 7-5 6-6 5-5 6-6 s 5-11 4-11 5-10 s 5-5 4-7
250S125-18 33 16 11-3 s 9-9 8-6 6-6 s 5-11 4-11 5-7 s 5-4 4-6 5-0 s 4-11 4-2
250S125-18 33 24 9-2 s 8-6 7-5 5-4 s 5-2 4-4 4-7 s 4-7 s 3-11 4-1 s 4-1 s 3-8
250S125-27 33 12 15-8 12-5 10-10 8-7 7-6 6-4 7-10 6-10 5-9 7-3 6-4 5-4
250S125-27 33 16 14-1 s 11-3 9-10 7-10 6-10 5-9 7-0 s 6-2 5-3 6-3 s 5-9 4-10
250S125-27 33 24 11-6 s 9-10 8-7 6-7 s 5-11 5-0 5-9 s 5-5 4-7 5-1 s 5-0 4-3
250S125-30 33 12 16-2 12-10 11-2 8-11 7-9 6-6 8-1 7-0 5-11 7-6 6-6 5-6
250S125-30 33 16 14-8 11-8 10-2 8-1 7-0 5-11 7-4 6-5 5-5 6-9 s 5-11 5-0
250S125-30 33 24 12-4 s 10-2 8-11 7-0 6-2 5-2 6-2 s 5-7 4-8 5-6 s 5-2 4-4
362S125-18 33 12 16-2 s 14-4 12-6 9-4 s 8-8 7-4 8-1 s 7-10 6-8 7-3 s 7-3 s 6-2
362S125-18 33 16 14-0 s 13-0 11-4 8-1 s 7-10 6-8 7-0 s 7-0 s 6-0 6-3 s 6-3 s 5-7
362S125-18 33 24 11-5 s 11-4 9-11 6-7 s 6-7 s 5-9 5-8 s 5-8 s 5-3 5-1 s 5-1 s 4-11
362S125-27 33 12 20-10 16-7 14-5 11-6 10-0 8-5 10-5 9-1 7-8 9-4 s 8-5 7-1
362S125-27 33 16 18-2 s 15-0 13-2 10-5 9-1 7-8 9-1 s 8-3 6-11 8-1 s 7-8 6-5
362S125-27 33 24 14-10 s 13-2 11-6 8-7 s 7-11 6-8 7-5 s 7-2 6-1 6-7 s 6-7 s 5-8
362S125-30 33 12 21-7 17-1 14-11 11-10 10-4 8-9 10-9 9-5 7-11 10-0 8-9 7-4
362S125-30 33 16 19-5 s 15-6 13-7 10-9 9-5 7-11 9-8 s 8-6 7-2 8-8 s 7-11 6-8
362S125-30 33 24 15-10 s 13-7 11-10 9-1 s 8-2 6-11 7-11 s 7-5 6-3 7-1 s 6-11 5-10
400S125-18 33 12 17-0 s 15-5 13-6 9-9 s 9-4 7-10 8-6 s 8-6 s 7-2 7-7 s 7-7 s 6-8
400S125-18 33 16 14-8 s 14-0 12-3 8-6 s 8-6 s 7-2 7-4 s 7-4 s 6-6 6-7 s 6-7 s 6-0
400S125-18 33 24 12-0 s 12-0 s 10-8 6-11 s 6-11 s 6-3 6-0 s 6-0 s 5-8 5-4 s 5-4 s 5-3
400S125-27 33 12 22-6 s 17-11 15-7 12-5 10-10 9-1 11-3 s 9-10 8-3 10-1 s 9-1 7-8
400S125-27 33 16 19-6 s 16-3 14-2 11-3 s 9-10 8-3 9-9 s 8-11 7-6 8-8 s 8-3 7-0
400S125-27 33 24 15-11 s 14-2 12-5 9-2 s 8-7 7-3 7-11 s 7-9 6-7 7-1 s 7-1 s 6-1
400S125-30 33 12 23-3 18-6 16-2 12-10 11-2 9-5 11-7 10-2 8-7 10-9 s 9-5 7-11
400S125-30 33 16 20-9 s 16-9 14-8 11-7 10-2 8-7 10-4 s 9-3 7-9 9-3 s 8-7 7-2
400S125-30 33 24 17-0 s 14-8 12-10 9-9 s 8-10 7-6 8-6 s 8-1 6-9 7-7 s 7-6 6-3
600S125-18 33 12 20-9 s 20-9 s 18-5 11-11 s 11-11 s 10-9 10-4 s 10-4 s 9-9 9-3 s 9-3 s 9-1
600S125-18 33 16 17-11 s 17-11 s 16-9 10-4 s 10-4 s 9-9 8-11 s 8-11 s 8-10 8-0 s 8-0 s 8-0 s
600S125-18 33 24 14-8 s 14-8 s 14-7 8-5 s 8-5 s 8-5 s 7-4 s 7-4 s 7-4 s 6-6 s 6-6 s 6-6 s
600S125-27 33 12 28-3 s 24-10 21-8 16-4 s 15-0 12-8 14-1 s 13-8 11-6 12-7 s 12-7 s 10-8
600S125-27 33 16 24-6 s 22-7 19-8 14-1 s 13-8 11-6 12-3 s 12-3 s 10-5 10-11 s 10-11 s 9-8
600S125-27 33 24 20-0 s 19-8 17-2 11-6 s 11-6 s 10-0 10-0 s 10-0 s 9-1 8-11 s 8-11 s 8-6
600S125-30 33 12 31-1 s 25-7 22-4 17-9 15-6 13-1 15-6 s 14-1 11-10 13-10 s 13-1 11-0
600S125-30 33 16 26-11 s 23-3 20-4 15-6 s 14-1 11-10 13-5 s 12-9 10-9 12-0 s 11-10 10-0
600S125-30 33 24 22-0 s 20-4 17-9 12-8 s 12-3 10-4 11-0 s 11-0 s 9-5 9-10 s 9-10 s 8-9
notes:1. Distances are for single spans2. Fy = 33 ksi3. Based on effective properties4. 1" minimum end bearing length5. Members to be braced from rotation at supports
Section Thickness
Designation mils 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24
162S125 18 7-6 6-11 6-3 8-4 7-7 6-7 6-9 6-2 5-5 7-3 6-7 5-9 5-4 4-10 4-1 e 5-7 5-1 e 4-3 e
162S125 27 8-8 7-11 7-1 9-8 8-9 7-8 7-8 7-2 6-5 8-5 7-8 6-8 6-3 5-9 5-0 6-6 5-11 5-2
162S125 30 8-10 8-2 7-3 10-0 9-1 7-11 7-11 7-4 6-7 8-8 7-11 6-11 6-5 5-11 5-2 6-9 6-1 5-4
250S125 18 8-4 7-10 7-1 11-7 10-6 9-2 7-7 7-1 6-4 10-1 9-2 8-0 e 6-3 e 5-9 e 5-0 e 7-9 e 6-10 e 5-8 e
250S125 27 9-11 9-2 8-2 13-5 12-2 10-7 8-10 8-2 7-3 11-8 10-7 9-3 7-2 6-7 5-11 9-0 8-2 7-0
250S125 30 10-3 9-5 8-5 13-10 12-7 10-11 9-2 8-5 7-6 12-1 10-11 9-7 7-5 6-10 6-1 9-4 8-5 7-5
362S125 18 9-5 8-10 8-0 13-2 12-6 11-1 e 8-7 7-11 7-1 e 12-1 e 11-0 e 9-6 e 7-0 e 6-6 e 5-10 e 9-3 e 8-3 e 6-11 e
362S125 27 10-11 10-1 9-1 15-2 14-4 12-11 9-10 9-1 8-1 13-11 12-10 11-4 8-0 7-5 6-7 11-2 10-1 8-7 e
362S125 30 11-3 10-5 9-4 15-8 14-10 13-4 10-1 9-4 8-5 14-5 13-4 11-10 8-3 7-7 6-10 11-8 10-7 9-1
400S125 18 9-8 9-2 8-3 e 13-5 12-9 e 11-5 e 8-10 8-2 e 7-4 e 12-4 e 11-4 e 9-10 e 7-2 e 6-8 e 6-0 e 9-7 e 8-6 e 7-2 e
400S125 27 11-3 10-5 9-4 15-7 14-10 13-4 10-1 9-4 8-4 14-4 13-3 11-10 8-3 7-7 6-10 11-7 10-6 9-1 e
400S125 30 11-7 10-9 9-7 16-2 15-4 13-9 10-5 9-7 8-8 14-10 13-9 12-3 8-6 7-10 7-0 12-1 11-0 9-6
600S125 18 10-11 e 10-1 e 9-1 e 14-7 e 13-10 e 12-6 e 9-10 e 9-1 e 8-1 e 13-5 e 12-5 e 11-0 e 8-0 e 7-4 e 6-6 e 10-10 e 9-10 e 8-5 e
600S125 27 12-8 11-9 10-7 17-2 16-10 15-2 11-4 10-7 9-6 16-4 15-1 13-4 9-4 8-8 7-9 e 13-3 12-2 e 10-8 e
600S125 30 13-0 12-1 10-10 18-0 17-4 15-7 11-8 10-10 9-9 16-10 15-7 14-0 9-7 8-10 8-0 13-9 12-9 11-4 e
Section Thickness
Designation mils 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24
162S125 18 7-3 6-7 5-9 7-3 6-7 5-9 6-4 5-9 5-0 6-4 5-9 5-0 4-11 4-5 3-11 e 4-11 4-5 3-11 e
162S125 27 8-5 7-8 6-8 8-5 7-8 6-8 7-4 6-8 5-10 7-4 6-8 5-10 5-8 5-2 4-6 5-8 5-2 4-6
162S125 30 8-8 7-11 6-11 8-8 7-11 6-11 7-7 6-11 6-0 7-7 6-11 6-0 5-10 5-4 4-8 5-10 5-4 4-8
250S125 18 8-4 7-10 7-1 10-1 9-2 8-0 7-7 7-1 6-4 8-10 8-0 7-0 e 6-3 e 5-9 e 5-0 e 6-10 e 6-2 e 5-5 e
250S125 27 9-11 9-2 8-2 11-8 10-7 9-3 8-10 8-2 7-3 10-2 9-3 8-1 7-2 6-7 5-11 7-11 7-2 6-3
250S125 30 10-3 9-5 8-5 12-1 10-11 9-7 9-2 8-5 7-6 10-6 9-7 8-4 7-5 6-10 6-1 8-2 7-5 6-5
362S125 18 9-5 8-10 8-0 13-2 12-3 10-8 e 8-7 7-11 7-1 e 11-9 e 10-8 e 9-4 e 7-0 e 6-6 e 5-10 e 9-1 e 8-3 e 6-11 e
362S125 27 10-11 10-1 9-1 15-2 14-2 12-4 9-10 9-1 8-1 13-7 12-4 10-9 8-0 7-5 6-7 10-6 9-6 8-4
362S125 30 11-3 10-5 9-4 15-8 14-7 12-9 10-1 9-4 8-5 14-1 12-9 11-2 8-3 7-7 6-10 10-10 9-10 8-7
400S125 18 9-8 9-2 8-3 e 13-5 12-9 e 11-5 e 8-10 8-2 e 7-4 e 12-4 e 11-4 e 9-10 e 7-2 e 6-8 e 6-0 e 9-7 e 8-6 e 7-2 e
400S125 27 11-3 10-5 9-4 15-7 14-10 13-4 10-1 9-4 8-4 14-4 13-3 11-8 8-3 7-7 6-10 11-4 10-4 9-0 e
400S125 30 11-7 10-9 9-7 16-2 15-4 13-9 10-5 9-7 8-8 14-10 13-9 12-0 8-6 7-10 7-0 11-9 10-8 9-4
600S125 18 10-11 e 10-1 e 9-1 e 14-7 e 13-10 e 12-6 e 9-10 e 9-1 e 8-1 e 13-5 e 12-5 e 11-0 e 8-0 e 7-4 e 6-6 e 10-10 e 9-10 e 8-5 e
600S125 27 12-8 11-9 10-7 17-2 16-10 15-2 11-4 10-7 9-6 16-4 15-1 13-4 9-4 8-8 7-9 e 13-3 12-2 e 10-8 e
600S125 30 13-0 12-1 10-10 18-0 17-4 15-7 11-8 10-10 9-9 16-10 15-7 14-0 9-7 8-10 8-0 13-9 12-9 11-4 e
Drywall Studs Allowable Ceiling Spans L/360
Drywall Studs Allowable Ceiling Spans L/240
Unsupported Midspan
4psf 6psf 13psf
Lateral Support of Compression Flange Lateral Support of Compression Flange Lateral Support of Compression Flange
Spacing (in.) o.c. Spacing (in.) o.c.
Unsupported Midspan Unsupported Midspan
Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Steel Stud Solutions
Unsupported Midspan Midspan
4psf
Lateral Support of Compression Flange Lateral Support of Compression Flange
Spacing (in.) o.c. Spacing (in.) o.c.Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
6psf 13psf
Lateral Support of Compression Flange
Unsupported MidspanUnsupported
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
362S137-33 33 12 23-2 18-4 16-0 12-9 11-1 9-4 11-7 10-1 8-6 10-9 9-4 7-11 10-1 8-10 7-5 9-7 8-4 7-1 9-1 s 8-0 6-9 8-1 s 7-5 6-3
362S137-33 33 16 21-0 16-8 14-7 11-7 10-1 8-6 10-6 9-2 7-9 9-9 8-6 7-2 9-1 s 8-0 6-9 8-5 s 7-7 6-5 7-10 s 7-3 6-1 7-0 s 6-9 5-8
362S137-33 33 24 18-3 s 14-7 12-9 10-1 8-10 7-5 9-1 s 8-0 6-9 8-1 s 7-5 6-3 7-5 s 7-0 5-11 6-10 s 6-8 5-7 6-5 s 6-4 5-4 5-9 s 5-9 s 4-11
362S162-33 33 12 24-3 19-3 16-10 13-4 11-8 9-10 12-1 10-7 8-11 11-3 9-10 8-3 10-7 9-3 7-9 10-1 8-9 7-5 9-7 8-5 7-1 8-8 s 7-9 6-7
362S162-33 33 16 22-1 17-6 15-3 12-1 10-7 8-11 11-0 9-7 8-1 10-3 8-11 7-6 9-7 8-5 7-1 9-0 s 8-0 6-9 8-5 s 7-7 6-5 7-6 s 7-1 5-11
362S162-33 33 24 19-3 15-3 13-4 10-7 9-3 7-9 9-7 8-5 7-1 8-8 s 7-9 6-7 7-11 s 7-4 6-2 7-4 s 6-11 5-10 6-10 s 6-8 5-7 6-1 s 6-1 s 5-2
362S200-33 33 12 25-5 20-2 17-8 14-0 12-3 10-4 12-8 11-1 9-4 11-9 10-4 8-8 11-1 9-8 8-2 10-6 9-2 7-9 10-0 s 8-10 7-5 8-11 s 8-2 6-11
362S200-33 33 16 23-1 18-4 16-0 12-8 11-1 9-4 11-6 10-1 8-6 10-8 9-4 7-11 10-0 s 8-10 7-5 9-3 s 8-4 7-0 8-7 s 8-0 6-9 7-8 s 7-5 6-3
362S200-33 33 24 20-0 s 16-0 14-0 11-1 9-8 8-2 10-0 s 8-10 7-5 8-11 s 8-2 6-11 8-1 s 7-8 6-6 7-6 s 7-3 6-2 7-0 s 7-0 5-10 6-3 s 6-3 s 5-5
362S137-43 33 12 25-2 20-0 17-5 13-10 12-1 10-2 12-7 11-0 9-3 11-8 10-2 8-7 11-0 9-7 8-1 10-5 9-1 7-8 10-0 8-8 7-4 9-3 8-1 6-10
362S137-43 33 16 22-10 18-2 15-10 12-7 11-0 9-3 11-5 10-0 8-5 10-7 9-3 7-9 10-0 8-8 7-4 9-6 8-3 6-11 9-1 7-11 6-8 8-1 s 7-4 6-2
362S137-43 33 24 20-0 15-10 13-10 11-0 9-7 8-1 10-0 8-8 7-4 9-3 8-1 6-10 8-7 s 7-7 6-5 7-11 s 7-3 6-1 7-5 s 6-11 5-10 6-7 s 6-5 5-5
362S162-43 33 12 26-5 20-11 18-3 14-6 12-8 10-8 13-2 11-6 9-8 12-3 10-8 9-0 11-6 10-1 8-6 10-11 9-6 8-0 10-5 9-1 7-8 9-8 8-6 7-2
362S162-43 33 16 24-0 19-0 16-7 13-2 11-6 9-8 12-0 10-5 8-10 11-1 9-8 8-2 10-5 9-1 7-8 9-11 8-8 7-4 9-6 8-3 7-0 8-9 s 7-8 6-6
362S162-43 33 24 20-11 16-7 14-6 11-6 10-1 8-6 10-5 9-1 7-8 9-8 8-6 7-2 9-1 8-0 6-9 8-6 s 7-7 6-4 7-11 s 7-3 6-1 7-1 s 6-9 5-8
362S200-43 33 12 27-8 22-0 19-2 15-3 13-3 11-2 13-10 12-1 10-2 12-10 11-2 9-5 12-1 10-6 8-11 11-6 10-0 8-5 11-0 9-7 8-1 10-2 s 8-11 7-6
362S200-43 33 16 25-2 19-11 17-5 13-10 12-1 10-2 12-7 11-0 9-3 11-8 10-2 8-7 11-0 9-7 8-1 10-5 9-1 7-8 9-10 s 8-8 7-4 8-10 s 8-1 6-10
362S200-43 33 24 22-0 17-5 15-3 12-1 10-6 8-11 11-0 9-7 8-1 10-2 s 8-11 7-6 9-3 s 8-4 7-0 8-7 s 7-11 6-8 8-0 s 7-7 6-5 7-2 s 7-0 5-11
362S250-43 33 12 29-5 23-4 20-5 16-2 14-1 11-11 14-8 12-10 10-10 13-8 11-11 10-0 12-10 11-2 9-5 12-2 10-8 9-0 11-8 10-2 8-7 10-10 9-5 7-11
362S250-43 33 16 26-9 21-2 18-6 14-8 12-10 10-10 13-4 11-8 9-10 12-5 10-10 9-1 11-8 10-2 8-7 11-1 9-8 8-2 10-7 9-3 7-9 9-7 s 8-7 7-3
362S250-43 33 24 23-4 18-6 16-2 12-10 11-2 9-5 11-8 10-2 8-7 10-10 9-5 7-11 10-1 s 8-11 7-6 9-4 s 8-5 7-1 8-9 s 8-1 6-10 7-10 s 7-6 6-4
362S300-43 33 12 30-9 24-5 21-4 16-11 14-9 12-5 15-4 13-5 11-4 14-3 12-5 10-6 13-5 11-9 9-10 12-9 11-2 9-5 12-2 10-8 9-0 11-4 9-10 8-4
362S300-43 33 16 27-11 22-2 19-4 15-4 13-5 11-4 13-11 12-2 10-3 12-11 11-4 9-6 12-2 10-8 9-0 11-7 10-1 8-6 11-1 9-8 8-2 10-2 s 9-0 7-7
362S300-43 33 24 24-5 19-4 16-11 13-5 11-9 9-10 12-2 10-8 9-0 11-4 9-10 8-4 10-8 9-3 7-10 9-11 s 8-10 7-5 9-4 s 8-5 7-1 8-4 s 7-10 6-7
362S137-54 33 12 27-0 21-5 18-8 14-10 12-11 10-11 13-6 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-3 10-8 9-4 7-10 9-11 8-8 7-4
362S137-54 50 12 27-0 21-5 18-8 14-10 12-11 10-11 13-6 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-3 10-8 9-4 7-10 9-11 8-8 7-4
362S137-54 33 16 24-6 19-5 17-0 13-6 11-9 9-11 12-3 10-8 9-0 11-4 9-11 8-4 10-8 9-4 7-10 10-2 8-10 7-6 9-8 8-6 7-2 9-0 7-10 6-7
362S137-54 50 16 24-6 19-5 17-0 13-6 11-9 9-11 12-3 10-8 9-0 11-4 9-11 8-4 10-8 9-4 7-10 10-2 8-10 7-6 9-8 8-6 7-2 9-0 7-10 6-7
362S137-54 33 24 21-5 17-0 14-10 11-9 10-3 8-8 10-8 9-4 7-10 9-11 8-8 7-4 9-4 8-2 6-10 8-10 s 7-9 6-6 8-3 s 7-5 6-3 7-4 s 6-10 5-9
362S137-54 50 24 21-5 17-0 14-10 11-9 10-3 8-8 10-8 9-4 7-10 9-11 8-8 7-4 9-4 8-2 6-10 8-10 7-9 6-6 8-6 7-5 6-3 7-10 6-10 5-9
362S162-54 33 12 28-4 22-6 19-7 15-7 13-7 11-5 14-2 12-4 10-5 13-1 11-5 9-8 12-4 10-9 9-1 11-9 10-3 8-8 11-3 9-9 8-3 10-5 9-1 7-8
362S162-54 50 12 28-4 22-6 19-7 15-7 13-7 11-5 14-2 12-4 10-5 13-1 11-5 9-8 12-4 10-9 9-1 11-9 10-3 8-8 11-3 9-9 8-3 10-5 9-1 7-8
362S162-54 33 16 25-9 20-5 17-10 14-2 12-4 10-5 12-10 11-3 9-5 11-11 10-5 8-9 11-3 9-9 8-3 10-8 9-4 7-10 10-2 8-11 7-6 9-5 8-3 6-11
362S162-54 50 16 25-9 20-5 17-10 14-2 12-4 10-5 12-10 11-3 9-5 11-11 10-5 8-9 11-3 9-9 8-3 10-8 9-4 7-10 10-2 8-11 7-6 9-5 8-3 6-11
362S162-54 33 24 22-6 17-10 15-7 12-4 10-9 9-1 11-3 9-9 8-3 10-5 9-1 7-8 9-9 8-7 7-2 9-4 8-1 6-10 8-10 s 7-9 6-6 7-11 s 7-2 6-1
362S162-54 50 24 22-6 17-10 15-7 12-4 10-9 9-1 11-3 9-9 8-3 10-5 9-1 7-8 9-9 8-7 7-2 9-4 8-1 6-10 8-11 7-9 6-6 8-3 7-2 6-1
362S200-54 33 12 29-9 23-7 20-7 16-4 14-3 12-0 14-10 12-11 10-11 13-9 12-0 10-2 12-11 11-4 9-6 12-4 10-9 9-1 11-9 10-3 8-8 10-11 9-6 8-0
362S200-54 50 12 29-9 23-7 20-7 16-4 14-3 12-0 14-10 12-11 10-11 13-9 12-0 10-2 12-11 11-4 9-6 12-4 10-9 9-1 11-9 10-3 8-8 10-11 9-6 8-0
362S200-54 33 16 27-0 21-5 18-8 14-10 12-11 10-11 13-6 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-3 10-8 9-4 7-10 9-11 8-8 7-4
362S200-54 50 16 27-0 21-5 18-8 14-10 12-11 10-11 13-6 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-3 10-8 9-4 7-10 9-11 8-8 7-4
362S200-54 33 24 23-7 18-8 16-4 12-11 11-4 9-6 11-9 10-3 8-8 10-11 9-6 8-0 10-3 9-0 7-7 9-9 8-6 7-2 9-4 8-2 6-10 8-4 s 7-7 6-4
362S200-54 50 24 23-7 18-8 16-4 12-11 11-4 9-6 11-9 10-3 8-8 10-11 9-6 8-0 10-3 9-0 7-7 9-9 8-6 7-2 9-4 8-2 6-10 8-8 7-7 6-4
362S250-54 33 12 31-7 25-1 21-11 17-4 15-2 12-9 15-9 13-9 11-7 14-8 12-9 10-9 13-9 12-0 10-2 13-1 11-5 9-8 12-6 10-11 9-3 11-7 10-2 8-7
362S250-54 50 12 31-6 25-0 21-10 17-4 15-1 12-9 15-9 13-9 11-7 14-7 12-9 10-9 13-9 12-0 10-1 13-0 11-5 9-7 12-6 10-11 9-2 11-7 10-1 8-6
362S250-54 33 16 28-8 22-9 19-11 15-9 13-9 11-7 14-4 12-6 10-7 13-4 11-7 9-9 12-6 10-11 9-3 11-11 10-5 8-9 11-4 9-11 8-4 10-7 9-3 7-9
362S250-54 50 16 28-7 22-8 19-10 15-9 13-9 11-7 14-3 12-6 10-6 13-3 11-7 9-9 12-6 10-11 9-2 11-10 10-4 8-9 11-4 9-11 8-4 10-6 9-2 7-9
362S250-54 33 24 25-1 19-11 17-4 13-9 12-0 10-2 12-6 10-11 9-3 11-7 10-2 8-7 10-11 9-6 8-0 10-5 9-1 7-8 9-11 s 8-8 7-4 8-10 s 8-0 6-9
362S250-54 50 24 25-0 19-10 17-4 13-9 12-0 10-1 12-6 10-11 9-2 11-7 10-1 8-6 10-11 9-6 8-0 10-4 9-0 7-7 9-11 8-8 7-3 9-2 8-0 6-9
362S300-54 33 12 33-3 26-4 23-0 18-3 15-11 13-5 16-7 14-6 12-3 15-5 13-5 11-4 14-6 12-8 10-8 13-9 12-0 10-2 13-2 11-6 9-8 12-3 10-8 9-0
362S300-54 50 12 32-10 26-1 22-9 18-1 15-9 13-3 16-5 14-4 12-1 15-3 13-3 11-2 14-4 12-6 10-6 13-7 11-11 10-0 13-0 11-4 9-7 12-1 10-6 8-11
362S300-54 33 16 30-2 23-11 20-11 16-7 14-6 12-3 15-1 13-2 11-1 14-0 12-3 10-4 13-2 11-6 9-8 12-6 10-11 9-2 11-11 10-5 8-10 11-1 9-8 8-2
362S300-54 50 16 29-10 23-8 20-8 16-5 14-4 12-1 14-11 13-0 11-0 13-10 12-1 10-2 13-0 11-4 9-7 12-4 10-9 9-1 11-10 10-4 8-8 11-0 9-7 8-1
362S300-54 33 24 26-4 20-11 18-3 14-6 12-8 10-8 13-2 11-6 9-8 12-3 10-8 9-0 11-6 10-0 8-6 10-11 9-6 8-0 10-5 9-1 7-8 9-5 s 8-6 7-2
362S300-54 50 24 26-1 20-8 18-1 14-4 12-6 10-6 13-0 11-4 9-7 12-1 10-6 8-11 11-4 9-11 8-4 10-9 9-5 7-11 10-4 9-0 7-7 9-7 8-4 7-0
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
362S137-68 33 12 28-11 22-11 20-1 15-11 13-11 11-8 14-5 12-7 10-8 13-5 11-8 9-10 12-7 11-0 9-3 12-0 10-6 8-10 11-5 10-0 8-5 10-8 9-3 7-10
362S137-68 50 12 28-11 22-11 20-1 15-11 13-11 11-8 14-5 12-7 10-8 13-5 11-8 9-10 12-7 11-0 9-3 12-0 10-6 8-10 11-5 10-0 8-5 10-8 9-3 7-10
362S137-68 33 16 26-3 20-10 18-3 14-5 12-7 10-8 13-1 11-5 9-8 12-2 10-8 9-0 11-5 10-0 8-5 10-11 9-6 8-0 10-5 9-1 7-8 9-8 8-5 7-1
362S137-68 50 16 26-3 20-10 18-3 14-5 12-7 10-8 13-1 11-5 9-8 12-2 10-8 9-0 11-5 10-0 8-5 10-11 9-6 8-0 10-5 9-1 7-8 9-8 8-5 7-1
362S137-68 33 24 22-11 18-3 15-11 12-7 11-0 9-3 11-5 10-0 8-5 10-8 9-3 7-10 10-0 8-9 7-4 9-6 8-4 7-0 9-1 7-11 6-8 8-2 s 7-4 6-2
362S137-68 50 24 22-11 18-3 15-11 12-7 11-0 9-3 11-5 10-0 8-5 10-8 9-3 7-10 10-0 8-9 7-4 9-6 8-4 7-0 9-1 7-11 6-8 8-5 7-4 6-2
362S162-68 33 12 30-5 24-1 21-1 16-8 14-7 12-4 15-2 13-3 11-2 14-1 12-4 10-4 13-3 11-7 9-9 12-7 11-0 9-3 12-0 10-6 8-10 11-2 9-9 8-3
362S162-68 50 12 30-5 24-1 21-1 16-8 14-7 12-4 15-2 13-3 11-2 14-1 12-4 10-4 13-3 11-7 9-9 12-7 11-0 9-3 12-0 10-6 8-10 11-2 9-9 8-3
362S162-68 33 16 27-7 21-11 19-2 15-2 13-3 11-2 13-9 12-0 10-2 12-9 11-2 9-5 12-0 10-6 8-10 11-5 10-0 8-5 10-11 9-7 8-0 10-2 8-10 7-6
362S162-68 50 16 27-7 21-11 19-2 15-2 13-3 11-2 13-9 12-0 10-2 12-9 11-2 9-5 12-0 10-6 8-10 11-5 10-0 8-5 10-11 9-7 8-0 10-2 8-10 7-6
362S162-68 33 24 24-1 19-2 16-8 13-3 11-7 9-9 12-0 10-6 8-10 11-2 9-9 8-3 10-6 9-2 7-9 10-0 8-9 7-4 9-7 8-4 7-0 8-10 s 7-9 6-6
362S162-68 50 24 24-1 19-2 16-8 13-3 11-7 9-9 12-0 10-6 8-10 11-2 9-9 8-3 10-6 9-2 7-9 10-0 8-9 7-4 9-7 8-4 7-0 8-10 7-9 6-6
362S200-68 33 12 31-11 25-4 22-1 17-6 15-4 12-11 15-11 13-11 11-9 14-9 12-11 10-11 13-11 12-2 10-3 13-3 11-6 9-9 12-8 11-0 9-4 11-9 10-3 8-8
362S200-68 50 12 31-11 25-4 22-1 17-6 15-4 12-11 15-11 13-11 11-9 14-9 12-11 10-11 13-11 12-2 10-3 13-3 11-6 9-9 12-8 11-0 9-4 11-9 10-3 8-8
362S200-68 33 16 29-0 23-0 20-1 15-11 13-11 11-9 14-6 12-8 10-8 13-5 11-9 9-11 12-8 11-0 9-4 12-0 10-6 8-10 11-6 10-0 8-5 10-8 9-4 7-10
362S200-68 50 16 29-0 23-0 20-1 15-11 13-11 11-9 14-6 12-8 10-8 13-5 11-9 9-11 12-8 11-0 9-4 12-0 10-6 8-10 11-6 10-0 8-5 10-8 9-4 7-10
362S200-68 33 24 25-4 20-1 17-6 13-11 12-2 10-3 12-8 11-0 9-4 11-9 10-3 8-8 11-0 9-8 8-1 10-6 9-2 7-9 10-0 8-9 7-4 9-4 8-1 6-10
362S200-68 50 24 25-4 20-1 17-6 13-11 12-2 10-3 12-8 11-0 9-4 11-9 10-3 8-8 11-0 9-8 8-1 10-6 9-2 7-9 10-0 8-9 7-4 9-4 8-1 6-10
362S250-68 33 12 33-11 26-11 23-6 18-8 16-4 13-9 16-11 14-10 12-6 15-9 13-9 11-7 14-10 12-11 10-11 14-1 12-3 10-4 13-5 11-9 9-11 12-6 10-11 9-2
362S250-68 50 12 33-11 26-11 23-6 18-8 16-4 13-9 16-11 14-10 12-6 15-9 13-9 11-7 14-10 12-11 10-11 14-1 12-3 10-4 13-5 11-9 9-11 12-6 10-11 9-2
362S250-68 33 16 30-10 24-6 21-4 16-11 14-10 12-6 15-5 13-5 11-4 14-3 12-6 10-6 13-5 11-9 9-11 12-9 11-2 9-5 12-3 10-8 9-0 11-4 9-11 8-4
362S250-68 50 16 30-10 24-6 21-4 16-11 14-10 12-6 15-5 13-5 11-4 14-3 12-6 10-6 13-5 11-9 9-11 12-9 11-2 9-5 12-3 10-8 9-0 11-4 9-11 8-4
362S250-68 33 24 26-11 21-4 18-8 14-10 12-11 10-11 13-5 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-2 10-8 9-4 7-10 9-11 8-8 7-3
362S250-68 50 24 26-11 21-4 18-8 14-10 12-11 10-11 13-5 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-2 10-8 9-4 7-10 9-11 8-8 7-3
362S300-68 33 12 35-9 28-4 24-9 19-8 17-2 14-5 17-10 15-7 13-2 16-7 14-5 12-2 15-7 13-7 11-6 14-10 12-11 10-11 14-2 12-4 10-5 13-2 11-6 9-8
362S300-68 50 12 35-8 28-3 24-8 19-7 17-1 14-5 17-10 15-7 13-1 16-6 14-5 12-2 15-7 13-7 11-5 14-9 12-11 10-10 14-1 12-4 10-5 13-1 11-5 9-8
362S300-68 33 16 32-5 25-9 22-6 17-10 15-7 13-2 16-2 14-2 11-11 15-0 13-2 11-1 14-2 12-4 10-5 13-5 11-9 9-11 12-10 11-3 9-5 11-11 10-5 8-9
362S300-68 50 16 32-5 25-8 22-5 17-10 15-7 13-1 16-2 14-1 11-11 15-0 13-1 11-1 14-1 12-4 10-5 13-5 11-9 9-10 12-10 11-2 9-5 11-11 10-5 8-9
362S300-68 33 24 28-4 22-6 19-8 15-7 13-7 11-6 14-2 12-4 10-5 13-2 11-6 9-8 12-4 10-9 9-1 11-9 10-3 8-8 11-3 9-10 8-3 10-5 9-1 7-8
362S300-68 50 24 28-3 22-5 19-7 15-7 13-7 11-5 14-1 12-4 10-5 13-1 11-5 9-8 12-4 10-9 9-1 11-9 10-3 8-7 11-2 9-9 8-3 10-5 9-1 7-8
362S162-97 33 12 33-9 26-9 23-5 18-7 16-2 13-8 16-10 14-9 12-5 15-8 13-8 11-6 14-9 12-10 10-10 14-0 12-2 10-3 13-4 11-8 9-10 12-5 10-10 9-2
362S162-97 50 12 33-9 26-9 23-5 18-7 16-2 13-8 16-10 14-9 12-5 15-8 13-8 11-6 14-9 12-10 10-10 14-0 12-2 10-3 13-4 11-8 9-10 12-5 10-10 9-2
362S162-97 33 16 30-8 24-4 21-3 16-10 14-9 12-5 15-4 13-4 11-3 14-2 12-5 10-5 13-4 11-8 9-10 12-8 11-1 9-4 12-2 10-7 8-11 11-3 9-10 8-3
362S162-97 50 16 30-8 24-4 21-3 16-10 14-9 12-5 15-4 13-4 11-3 14-2 12-5 10-5 13-4 11-8 9-10 12-8 11-1 9-4 12-2 10-7 8-11 11-3 9-10 8-3
362S162-97 33 24 26-9 21-3 18-7 14-9 12-10 10-10 13-4 11-8 9-10 12-5 10-10 9-2 11-8 10-2 8-7 11-1 9-8 8-2 10-7 9-3 7-10 9-7 s 8-7 7-3
362S162-97 50 24 26-9 21-3 18-7 14-9 12-10 10-10 13-4 11-8 9-10 12-5 10-10 9-2 11-8 10-2 8-7 11-1 9-8 8-2 10-7 9-3 7-10 9-10 8-7 7-3
362S200-97 33 12 35-5 28-2 24-7 19-6 17-0 14-4 17-8 15-6 13-0 16-5 14-4 12-1 15-6 13-6 11-5 14-8 12-10 10-10 14-1 12-3 10-4 13-0 11-5 9-7
362S200-97 50 12 35-5 28-2 24-7 19-6 17-0 14-4 17-8 15-6 13-0 16-5 14-4 12-1 15-6 13-6 11-5 14-8 12-10 10-10 14-1 12-3 10-4 13-0 11-5 9-7
362S200-97 33 16 32-3 25-7 22-4 17-8 15-6 13-0 16-1 14-1 11-10 14-11 13-0 11-0 14-1 12-3 10-4 13-4 11-8 9-10 12-9 11-2 9-5 11-10 10-4 8-9
362S200-97 50 16 32-3 25-7 22-4 17-8 15-6 13-0 16-1 14-1 11-10 14-11 13-0 11-0 14-1 12-3 10-4 13-4 11-8 9-10 12-9 11-2 9-5 11-10 10-4 8-9
362S200-97 33 24 28-2 22-4 19-6 15-6 13-6 11-5 14-1 12-3 10-4 13-0 11-5 9-7 12-3 10-9 9-0 11-8 10-2 8-7 11-2 9-9 8-2 10-4 9-0 7-7
362S200-97 50 24 28-2 22-4 19-6 15-6 13-6 11-5 14-1 12-3 10-4 13-0 11-5 9-7 12-3 10-9 9-0 11-8 10-2 8-7 11-2 9-9 8-2 10-4 9-0 7-7
362S250-97 33 12 37-9 30-0 26-2 20-9 18-2 15-3 18-10 16-6 13-11 17-6 15-3 12-11 16-6 14-5 12-2 15-8 13-8 11-6 15-0 13-1 11-0 13-11 12-2 10-3
362S250-97 50 12 37-9 30-0 26-2 20-9 18-2 15-3 18-10 16-6 13-11 17-6 15-3 12-11 16-6 14-5 12-2 15-8 13-8 11-6 15-0 13-1 11-0 13-11 12-2 10-3
362S250-97 33 16 34-4 27-3 23-9 18-10 16-6 13-11 17-2 15-0 12-7 15-11 13-11 11-8 15-0 13-1 11-0 14-3 12-5 10-6 13-7 11-10 10-0 12-7 11-0 9-3
362S250-97 50 16 34-4 27-3 23-9 18-10 16-6 13-11 17-2 15-0 12-7 15-11 13-11 11-8 15-0 13-1 11-0 14-3 12-5 10-6 13-7 11-10 10-0 12-7 11-0 9-3
362S250-97 33 24 30-0 23-9 20-9 16-6 14-5 12-2 15-0 13-1 11-0 13-11 12-2 10-3 13-1 11-5 9-7 12-5 10-10 9-2 11-10 10-4 8-9 11-0 9-7 8-1
362S250-97 50 24 30-0 23-9 20-9 16-6 14-5 12-2 15-0 13-1 11-0 13-11 12-2 10-3 13-1 11-5 9-7 12-5 10-10 9-2 11-10 10-4 8-9 11-0 9-7 8-1
362S300-97 33 12 39-9 31-7 27-7 21-11 19-1 16-1 19-10 17-4 14-8 18-5 16-1 13-7 17-4 15-2 12-9 16-6 14-5 12-2 15-9 13-9 11-7 14-8 12-9 10-9
362S300-97 50 12 39-9 31-7 27-7 21-11 19-1 16-1 19-10 17-4 14-8 18-5 16-1 13-7 17-4 15-2 12-9 16-6 14-5 12-2 15-9 13-9 11-7 14-8 12-9 10-9
362S300-97 33 16 36-2 28-8 25-1 19-10 17-4 14-8 18-1 15-9 13-3 16-9 14-8 12-4 15-9 13-9 11-7 15-0 13-1 11-0 14-4 12-6 10-6 13-3 11-7 9-9
362S300-97 50 16 36-2 28-8 25-1 19-10 17-4 14-8 18-1 15-9 13-3 16-9 14-8 12-4 15-9 13-9 11-7 15-0 13-1 11-0 14-4 12-6 10-6 13-3 11-7 9-9
362S300-97 33 24 31-7 25-1 21-11 17-4 15-2 12-9 15-9 13-9 11-7 14-8 12-9 10-9 13-9 12-0 10-2 13-1 11-5 9-7 12-6 10-11 9-2 11-7 10-2 8-6
362S300-97 50 24 31-7 25-1 21-11 17-4 15-2 12-9 15-9 13-9 11-7 14-8 12-9 10-9 13-9 12-0 10-2 13-1 11-5 9-7 12-6 10-11 9-2 11-7 10-2 8-6
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
400S137-33 33 12 25-0 19-10 17-4 13-9 12-0 10-1 12-6 10-11 9-2 11-7 10-1 8-6 10-11 9-6 8-0 10-4 9-0 7-7 9-9 s 8-8 7-3 8-8 s 8-0 6-9
400S137-33 33 16 22-9 18-0 15-9 12-6 10-11 9-2 11-4 9-11 8-4 10-6 9-2 7-9 9-9 s 8-8 7-3 9-0 s 8-2 6-11 8-5 s 7-10 6-7 7-6 s 7-3 6-2
400S137-33 33 24 19-6 s 15-9 13-9 10-11 9-6 8-0 9-9 s 8-8 7-3 8-8 s 8-0 6-9 7-11 s 7-7 6-4 7-4 s 7-2 6-0 6-10 s 6-10 5-9 6-2 s 6-2 s 5-4
400S162-33 33 12 26-2 20-9 18-2 14-5 12-7 10-7 13-1 11-5 9-7 12-2 10-7 8-11 11-5 10-0 8-5 10-10 9-6 8-0 10-4 s 9-1 7-8 9-3 s 8-5 7-1
400S162-33 33 16 23-9 18-10 16-6 13-1 11-5 9-7 11-10 10-4 8-9 11-0 9-7 8-1 10-4 s 9-1 7-8 9-7 s 8-7 7-3 9-0 s 8-3 6-11 8-0 s 7-8 6-5
400S162-33 33 24 20-9 s 16-6 14-5 11-5 10-0 8-5 10-4 s 9-1 7-8 9-3 s 8-5 7-1 8-5 s 7-11 6-8 7-10 s 7-6 6-4 7-4 s 7-2 6-1 6-6 s 6-6 s 5-7
400S200-33 33 12 27-5 21-9 19-0 15-1 13-2 11-1 13-8 11-11 10-1 12-8 11-1 9-4 11-11 10-5 8-10 11-4 9-11 8-4 10-8 s 9-6 8-0 9-6 s 8-10 7-5
400S200-33 33 16 24-11 19-9 17-3 13-8 11-11 10-1 12-5 10-10 9-2 11-6 10-1 8-6 10-8 s 9-6 8-0 9-10 s 9-0 7-7 9-2 s 8-7 7-3 8-3 s 8-0 6-9
400S200-33 33 24 21-4 s 17-3 15-1 11-11 10-5 8-10 10-8 s 9-6 8-0 9-6 s 8-10 7-5 8-8 s 8-3 7-0 8-0 s 7-10 6-7 7-6 s 7-6 s 6-4 6-8 s 6-8 s 5-11
400S137-43 33 12 27-2 21-7 18-10 14-11 13-1 11-0 13-7 11-10 10-0 12-7 11-0 9-3 11-10 10-4 8-9 11-3 9-10 8-3 10-9 9-5 7-11 10-0 8-9 7-4
400S137-43 33 16 24-8 19-7 17-1 13-7 11-10 10-0 12-4 10-9 9-1 11-5 10-0 8-5 10-9 9-5 7-11 10-3 8-11 7-6 9-8 s 8-6 7-2 8-8 s 7-11 6-8
400S137-43 33 24 21-7 17-1 14-11 11-10 10-4 8-9 10-9 9-5 7-11 10-0 8-9 7-4 9-2 s 8-2 6-11 8-6 s 7-9 6-7 7-11 s 7-5 6-3 7-1 s 6-11 5-10
400S162-43 33 12 28-6 22-7 19-9 15-8 13-8 11-6 14-3 12-5 10-6 13-2 11-6 9-9 12-5 10-10 9-2 11-10 10-4 8-8 11-3 9-10 8-4 10-6 9-2 7-8
400S162-43 33 16 25-10 20-6 17-11 14-3 12-5 10-6 12-11 11-3 9-6 12-0 10-6 8-10 11-3 9-10 8-4 10-9 9-4 7-11 10-3 8-11 7-6 9-4 s 8-4 7-0
400S162-43 33 24 22-7 17-11 15-8 12-5 10-10 9-2 11-3 9-10 8-4 10-6 9-2 7-8 9-10 s 8-7 7-3 9-1 s 8-2 6-11 8-6 s 7-10 6-7 7-7 s 7-3 6-1
400S200-43 33 12 29-10 23-8 20-8 16-5 14-4 12-1 14-11 13-0 11-0 13-10 12-1 10-2 13-0 11-4 9-7 12-4 10-9 9-1 11-10 10-4 8-8 10-10 s 9-7 8-1
400S200-43 33 16 27-1 21-6 18-9 14-11 13-0 11-0 13-6 11-10 10-0 12-7 11-0 9-3 11-10 10-4 8-8 11-3 9-10 8-3 10-6 s 9-4 7-11 9-5 s 8-8 7-4
400S200-43 33 24 23-8 18-9 16-5 13-0 11-4 9-7 11-10 10-4 8-8 10-10 s 9-7 8-1 9-11 s 9-0 7-7 9-2 s 8-7 7-2 8-7 s 8-2 6-11 7-8 s 7-7 6-5
400S250-43 33 12 31-8 25-2 21-11 17-5 15-2 12-10 15-10 13-10 11-8 14-8 12-10 10-10 13-10 12-1 10-2 13-1 11-5 9-8 12-7 10-11 9-3 11-8 10-2 8-7
400S250-43 33 16 28-9 22-10 19-11 15-10 13-10 11-8 14-4 12-7 10-7 13-4 11-8 9-10 12-7 10-11 9-3 11-11 10-5 8-9 11-5 9-11 8-5 10-3 s 9-3 7-9
400S250-43 33 24 25-2 19-11 17-5 13-10 12-1 10-2 12-7 10-11 9-3 11-8 10-2 8-7 10-9 s 9-7 8-1 10-0 s 9-1 7-8 9-4 s 8-8 7-4 8-4 s 8-1 6-9
400S300-43 33 12 33-1 26-3 22-11 18-2 15-11 13-5 16-6 14-5 12-2 15-4 13-5 11-4 14-5 12-7 10-8 13-9 12-0 10-1 13-1 11-5 9-8 12-2 10-8 9-0
400S300-43 33 16 30-1 23-10 20-10 16-6 14-5 12-2 15-0 13-1 11-1 13-11 12-2 10-3 13-1 11-5 9-8 12-5 10-11 9-2 11-11 10-5 8-9 10-10 s 9-8 8-2
400S300-43 33 24 26-3 20-10 18-2 14-5 12-7 10-8 13-1 11-5 9-8 12-2 10-8 9-0 11-5 s 10-0 8-5 10-7 s 9-6 8-0 9-11 s 9-1 7-8 8-10 s 8-5 7-1
400S137-54 33 12 29-2 23-2 20-2 16-0 14-0 11-10 14-7 12-9 10-9 13-6 11-10 9-11 12-9 11-1 9-4 12-1 10-7 8-11 11-7 10-1 8-6 10-9 9-4 7-11
400S137-54 50 12 29-2 23-2 20-2 16-0 14-0 11-10 14-7 12-9 10-9 13-6 11-10 9-11 12-9 11-1 9-4 12-1 10-7 8-11 11-7 10-1 8-6 10-9 9-4 7-11
400S137-54 33 16 26-6 21-0 18-4 14-7 12-9 10-9 13-3 11-7 9-9 12-3 10-9 9-0 11-7 10-1 8-6 11-0 9-7 8-1 10-6 9-2 7-9 9-8 s 8-6 7-2
400S137-54 50 16 26-6 21-0 18-4 14-7 12-9 10-9 13-3 11-7 9-9 12-3 10-9 9-0 11-7 10-1 8-6 11-0 9-7 8-1 10-6 9-2 7-9 9-9 8-6 7-2
400S137-54 33 24 23-2 18-4 16-0 12-9 11-1 9-4 11-7 10-1 8-6 10-9 9-4 7-11 10-1 8-10 7-5 9-5 s 8-4 7-1 8-10 s 8-0 6-9 7-10 s 7-5 6-3
400S137-54 50 24 23-2 18-4 16-0 12-9 11-1 9-4 11-7 10-1 8-6 10-9 9-4 7-11 10-1 8-10 7-5 9-7 8-4 7-1 9-2 8-0 6-9 8-6 7-5 6-3
400S162-54 33 12 30-7 24-3 21-2 16-10 14-8 12-4 15-3 13-4 11-3 14-2 12-4 10-5 13-4 11-8 9-10 12-8 11-1 9-4 12-1 10-7 8-11 11-3 9-10 8-3
400S162-54 50 12 30-7 24-3 21-2 16-10 14-8 12-4 15-3 13-4 11-3 14-2 12-4 10-5 13-4 11-8 9-10 12-8 11-1 9-4 12-1 10-7 8-11 11-3 9-10 8-3
400S162-54 33 16 27-9 22-0 19-3 15-3 13-4 11-3 13-10 12-1 10-2 12-10 11-3 9-6 12-1 10-7 8-11 11-6 10-0 8-6 11-0 9-7 8-1 10-2 8-11 7-6
400S162-54 50 16 27-9 22-0 19-3 15-3 13-4 11-3 13-10 12-1 10-2 12-10 11-3 9-6 12-1 10-7 8-11 11-6 10-0 8-6 11-0 9-7 8-1 10-2 8-11 7-6
400S162-54 33 24 24-3 19-3 16-10 13-4 11-8 9-10 12-1 10-7 8-11 11-3 9-10 8-3 10-7 9-3 7-9 10-0 8-9 7-5 9-5 s 8-5 7-1 8-5 s 7-9 6-7
400S162-54 50 24 24-3 19-3 16-10 13-4 11-8 9-10 12-1 10-7 8-11 11-3 9-10 8-3 10-7 9-3 7-9 10-0 8-9 7-5 9-7 8-5 7-1 8-11 7-9 6-7
400S200-54 33 12 32-0 25-5 22-2 17-7 15-5 13-0 16-0 14-0 11-9 14-10 13-0 10-11 14-0 12-2 10-3 13-3 11-7 9-9 12-8 11-1 9-4 11-9 10-3 8-8
400S200-54 50 12 32-0 25-5 22-2 17-7 15-5 13-0 16-0 14-0 11-9 14-10 13-0 10-11 14-0 12-2 10-3 13-3 11-7 9-9 12-8 11-1 9-4 11-9 10-3 8-8
400S200-54 33 16 29-1 23-1 20-2 16-0 14-0 11-9 14-6 12-8 10-8 13-6 11-9 9-11 12-8 11-1 9-4 12-1 10-6 8-10 11-6 10-1 8-6 10-8 9-4 7-10
400S200-54 50 16 29-1 23-1 20-2 16-0 14-0 11-9 14-6 12-8 10-8 13-6 11-9 9-11 12-8 11-1 9-4 12-1 10-6 8-10 11-6 10-1 8-6 10-8 9-4 7-10
400S200-54 33 24 25-5 20-2 17-7 14-0 12-2 10-3 12-8 11-1 9-4 11-9 10-3 8-8 11-1 9-8 8-2 10-6 9-2 7-9 10-0 s 8-9 7-5 8-11 s 8-2 6-10
400S200-54 50 24 25-5 20-2 17-7 14-0 12-2 10-3 12-8 11-1 9-4 11-9 10-3 8-8 11-1 9-8 8-2 10-6 9-2 7-9 10-1 8-9 7-5 9-4 8-2 6-10
400S250-54 33 12 34-0 27-0 23-7 18-9 16-4 13-9 17-0 14-10 12-6 15-9 13-9 11-7 14-10 13-0 10-11 14-1 12-4 10-4 13-6 11-9 9-11 12-6 10-11 9-2
400S250-54 50 12 33-11 26-11 23-6 18-8 16-3 13-9 16-11 14-9 12-6 15-9 13-9 11-7 14-9 12-11 10-11 14-1 12-3 10-4 13-5 11-9 9-11 12-6 10-11 9-2
400S250-54 33 16 30-11 24-6 21-5 17-0 14-10 12-6 15-5 13-6 11-4 14-4 12-6 10-7 13-6 11-9 9-11 12-10 11-2 9-5 12-3 10-8 9-0 11-4 9-11 8-4
400S250-54 50 16 30-10 24-5 21-4 16-11 14-9 12-6 15-5 13-5 11-4 14-3 12-6 10-6 13-5 11-9 9-11 12-9 11-2 9-5 12-2 10-8 9-0 11-4 9-11 8-4
400S250-54 33 24 27-0 21-5 18-9 14-10 13-0 10-11 13-6 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-3 10-7 s 9-4 7-10 9-5 s 8-8 7-4
400S250-54 50 24 26-11 21-4 18-8 14-9 12-11 10-11 13-5 11-9 9-11 12-6 10-11 9-2 11-9 10-3 8-8 11-2 9-9 8-2 10-8 9-4 7-10 9-11 8-8 7-3
400S300-54 33 12 35-9 28-5 24-10 19-8 17-2 14-6 17-10 15-7 13-2 16-7 14-6 12-3 15-7 13-8 11-6 14-10 12-11 10-11 14-2 12-5 10-5 13-2 11-6 9-8
400S300-54 50 12 35-4 28-0 24-6 19-5 17-0 14-4 17-8 15-5 13-0 16-5 14-4 12-1 15-5 13-6 11-4 14-8 12-9 10-9 14-0 12-3 10-4 13-0 11-4 9-7
400S300-54 33 16 32-6 25-9 22-6 17-10 15-7 13-2 16-3 14-2 11-11 15-1 13-2 11-1 14-2 12-5 10-5 13-6 11-9 9-11 12-10 11-3 9-6 11-11 10-5 8-10
400S300-54 50 16 32-1 25-6 22-3 17-8 15-5 13-0 16-0 14-0 11-10 14-11 13-0 10-11 14-0 12-3 10-4 13-4 11-7 9-9 12-9 11-1 9-4 11-10 10-4 8-8
400S300-54 33 24 28-5 22-6 19-8 15-7 13-8 11-6 14-2 12-5 10-5 13-2 11-6 9-8 12-5 10-10 9-1 11-9 10-3 8-8 11-3 s 9-10 8-3 10-0 s 9-1 7-8
400S300-54 50 24 28-0 22-3 19-5 15-5 13-6 11-4 14-0 12-3 10-4 13-0 11-4 9-7 12-3 10-8 9-0 11-7 10-2 8-7 11-1 9-8 8-2 10-4 9-0 7-7
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
400S137-68 33 12 31-3 24-10 21-8 17-2 15-0 12-8 15-7 13-8 11-6 14-6 12-8 10-8 13-8 11-11 10-0 12-11 11-4 9-6 12-5 10-10 9-1 11-6 10-0 8-6
400S137-68 50 12 31-3 24-10 21-8 17-2 15-0 12-8 15-7 13-8 11-6 14-6 12-8 10-8 13-8 11-11 10-0 12-11 11-4 9-6 12-5 10-10 9-1 11-6 10-0 8-6
400S137-68 33 16 28-5 22-7 19-8 15-7 13-8 11-6 14-2 12-5 10-5 13-2 11-6 9-8 12-5 10-10 9-1 11-9 10-3 8-8 11-3 9-10 8-3 10-5 9-1 7-8
400S137-68 50 16 28-5 22-7 19-8 15-7 13-8 11-6 14-2 12-5 10-5 13-2 11-6 9-8 12-5 10-10 9-1 11-9 10-3 8-8 11-3 9-10 8-3 10-5 9-1 7-8
400S137-68 33 24 24-10 19-8 17-2 13-8 11-11 10-0 12-5 10-10 9-1 11-6 10-0 8-6 10-10 9-5 8-0 10-3 9-0 7-7 9-9 s 8-7 7-3 8-9 s 8-0 6-8
400S137-68 50 24 24-10 19-8 17-2 13-8 11-11 10-0 12-5 10-10 9-1 11-6 10-0 8-6 10-10 9-5 8-0 10-3 9-0 7-7 9-10 8-7 7-3 9-1 8-0 6-8
400S162-68 33 12 32-10 26-0 22-9 18-0 15-9 13-3 16-5 14-4 12-1 15-3 13-3 11-2 14-4 12-6 10-6 13-7 11-10 10-0 13-0 11-4 9-7 12-1 10-6 8-11
400S162-68 50 12 32-10 26-0 22-9 18-0 15-9 13-3 16-5 14-4 12-1 15-3 13-3 11-2 14-4 12-6 10-6 13-7 11-10 10-0 13-0 11-4 9-7 12-1 10-6 8-11
400S162-68 33 16 29-10 23-8 20-8 16-5 14-4 12-1 14-11 13-0 10-11 13-10 12-1 10-2 13-0 11-4 9-7 12-4 10-9 9-1 11-10 10-4 8-8 10-11 9-7 8-1
400S162-68 50 16 29-10 23-8 20-8 16-5 14-4 12-1 14-11 13-0 10-11 13-10 12-1 10-2 13-0 11-4 9-7 12-4 10-9 9-1 11-10 10-4 8-8 10-11 9-7 8-1
400S162-68 33 24 26-0 20-8 18-0 14-4 12-6 10-6 13-0 11-4 9-7 12-1 10-6 8-11 11-4 9-11 8-4 10-9 9-5 7-11 10-4 9-0 7-7 9-5 s 8-4 7-0
400S162-68 50 24 26-0 20-8 18-0 14-4 12-6 10-6 13-0 11-4 9-7 12-1 10-6 8-11 11-4 9-11 8-4 10-9 9-5 7-11 10-4 9-0 7-7 9-7 8-4 7-0
400S200-68 33 12 34-5 27-4 23-10 18-11 16-6 13-11 17-2 15-0 12-8 15-11 13-11 11-9 15-0 13-1 11-1 14-3 12-5 10-6 13-8 11-11 10-0 12-8 11-1 9-4
400S200-68 50 12 34-5 27-4 23-10 18-11 16-6 13-11 17-2 15-0 12-8 15-11 13-11 11-9 15-0 13-1 11-1 14-3 12-5 10-6 13-8 11-11 10-0 12-8 11-1 9-4
400S200-68 33 16 31-3 24-10 21-8 17-2 15-0 12-8 15-7 13-8 11-6 14-6 12-8 10-8 13-8 11-11 10-0 12-11 11-4 9-6 12-5 10-10 9-1 11-6 10-0 8-5
400S200-68 50 16 31-3 24-10 21-8 17-2 15-0 12-8 15-7 13-8 11-6 14-6 12-8 10-8 13-8 11-11 10-0 12-11 11-4 9-6 12-5 10-10 9-1 11-6 10-0 8-5
400S200-68 33 24 27-4 21-8 18-11 15-0 13-1 11-1 13-8 11-11 10-0 12-8 11-1 9-4 11-11 10-5 8-9 11-4 9-10 8-4 10-10 9-5 7-11 10-0 8-9 7-5
400S200-68 50 24 27-4 21-8 18-11 15-0 13-1 11-1 13-8 11-11 10-0 12-8 11-1 9-4 11-11 10-5 8-9 11-4 9-10 8-4 10-10 9-5 7-11 10-0 8-9 7-5
400S250-68 33 12 36-7 29-0 25-4 20-1 17-7 14-10 18-3 15-11 13-5 16-11 14-10 12-6 15-11 13-11 11-9 15-2 13-3 11-2 14-6 12-8 10-8 13-5 11-9 9-11
400S250-68 50 12 36-7 29-0 25-4 20-1 17-7 14-10 18-3 15-11 13-5 16-11 14-10 12-6 15-11 13-11 11-9 15-2 13-3 11-2 14-6 12-8 10-8 13-5 11-9 9-11
400S250-68 33 16 33-3 26-4 23-0 18-3 15-11 13-5 16-7 14-6 12-3 15-5 13-5 11-4 14-6 12-8 10-8 13-9 12-0 10-2 13-2 11-6 9-8 12-3 10-8 9-0
400S250-68 50 16 33-3 26-4 23-0 18-3 15-11 13-5 16-7 14-6 12-3 15-5 13-5 11-4 14-6 12-8 10-8 13-9 12-0 10-2 13-2 11-6 9-8 12-3 10-8 9-0
400S250-68 33 24 29-0 23-0 20-1 15-11 13-11 11-9 14-6 12-8 10-8 13-5 11-9 9-11 12-8 11-1 9-4 12-0 10-6 8-10 11-6 10-0 8-5 10-8 9-4 7-10
400S250-68 50 24 29-0 23-0 20-1 15-11 13-11 11-9 14-6 12-8 10-8 13-5 11-9 9-11 12-8 11-1 9-4 12-0 10-6 8-10 11-6 10-0 8-5 10-8 9-4 7-10
400S300-68 33 12 38-6 30-6 26-8 21-2 18-6 15-7 19-3 16-9 14-2 17-10 15-7 13-2 16-9 14-8 12-4 15-11 13-11 11-9 15-3 13-4 11-3 14-2 12-4 10-5
400S300-68 50 12 38-4 30-5 26-7 21-1 18-5 15-6 19-2 16-9 14-1 17-9 15-6 13-1 16-9 14-7 12-4 15-11 13-11 11-8 15-2 13-3 11-2 14-1 12-4 10-5
400S300-68 33 16 34-11 27-9 24-3 19-3 16-9 14-2 17-5 15-3 12-10 16-2 14-2 11-11 15-3 13-4 11-3 14-6 12-8 10-8 13-10 12-1 10-2 12-10 11-3 9-5
400S300-68 50 16 34-10 27-8 24-2 19-2 16-9 14-1 17-5 15-2 12-10 16-2 14-1 11-11 15-2 13-3 11-2 14-5 12-7 10-8 13-10 12-1 10-2 12-10 11-2 9-5
400S300-68 33 24 30-6 24-3 21-2 16-9 14-8 12-4 15-3 13-4 11-3 14-2 12-4 10-5 13-4 11-7 9-10 12-8 11-0 9-4 12-1 10-7 8-11 11-3 9-10 8-3
400S300-68 50 24 30-5 24-2 21-1 16-9 14-7 12-4 15-2 13-3 11-2 14-1 12-4 10-5 13-3 11-7 9-9 12-7 11-0 9-3 12-1 10-6 8-10 11-2 9-9 8-3
400S162-97 33 12 36-5 28-11 25-3 20-1 17-6 14-9 18-2 15-11 13-5 16-11 14-9 12-5 15-11 13-11 11-8 15-1 13-2 11-1 14-5 12-7 10-8 13-5 11-8 9-10
400S162-97 50 12 36-5 28-11 25-3 20-1 17-6 14-9 18-2 15-11 13-5 16-11 14-9 12-5 15-11 13-11 11-8 15-1 13-2 11-1 14-5 12-7 10-8 13-5 11-8 9-10
400S162-97 33 16 33-1 26-3 22-11 18-2 15-11 13-5 16-6 14-5 12-2 15-4 13-5 11-4 14-5 12-7 10-8 13-9 12-0 10-1 13-1 11-5 9-8 12-2 10-8 9-0
400S162-97 50 16 33-1 26-3 22-11 18-2 15-11 13-5 16-6 14-5 12-2 15-4 13-5 11-4 14-5 12-7 10-8 13-9 12-0 10-1 13-1 11-5 9-8 12-2 10-8 9-0
400S162-97 33 24 28-11 22-11 20-1 15-11 13-11 11-8 14-5 12-7 10-8 13-5 11-8 9-10 12-7 11-0 9-3 12-0 10-6 8-10 11-5 10-0 8-5 10-8 9-3 7-10
400S162-97 50 24 28-11 22-11 20-1 15-11 13-11 11-8 14-5 12-7 10-8 13-5 11-8 9-10 12-7 11-0 9-3 12-0 10-6 8-10 11-5 10-0 8-5 10-8 9-3 7-10
400S200-97 33 12 38-3 30-4 26-6 21-0 18-5 15-6 19-1 16-8 14-1 17-9 15-6 13-1 16-8 14-7 12-3 15-10 13-10 11-8 15-2 13-3 11-2 14-1 12-3 10-4
400S200-97 50 12 38-3 30-4 26-6 21-0 18-5 15-6 19-1 16-8 14-1 17-9 15-6 13-1 16-8 14-7 12-3 15-10 13-10 11-8 15-2 13-3 11-2 14-1 12-3 10-4
400S200-97 33 16 34-9 27-7 24-1 19-1 16-8 14-1 17-4 15-2 12-9 16-1 14-1 11-10 15-2 13-3 11-2 14-5 12-7 10-7 13-9 12-0 10-2 12-9 11-2 9-5
400S200-97 50 16 34-9 27-7 24-1 19-1 16-8 14-1 17-4 15-2 12-9 16-1 14-1 11-10 15-2 13-3 11-2 14-5 12-7 10-7 13-9 12-0 10-2 12-9 11-2 9-5
400S200-97 33 24 30-4 24-1 21-0 16-8 14-7 12-3 15-2 13-3 11-2 14-1 12-3 10-4 13-3 11-7 9-9 12-7 11-0 9-3 12-0 10-6 8-10 11-2 9-9 8-3
400S200-97 50 24 30-4 24-1 21-0 16-8 14-7 12-3 15-2 13-3 11-2 14-1 12-3 10-4 13-3 11-7 9-9 12-7 11-0 9-3 12-0 10-6 8-10 11-2 9-9 8-3
400S250-97 33 12 40-9 32-4 28-3 22-5 19-7 16-6 20-4 17-9 15-0 18-11 16-6 13-11 17-9 15-6 13-1 16-10 14-9 12-5 16-2 14-1 11-11 15-0 13-1 11-0
400S250-97 50 12 40-9 32-4 28-3 22-5 19-7 16-6 20-4 17-9 15-0 18-11 16-6 13-11 17-9 15-6 13-1 16-10 14-9 12-5 16-2 14-1 11-11 15-0 13-1 11-0
400S250-97 33 16 37-0 29-4 25-8 20-4 17-9 15-0 18-6 16-2 13-7 17-2 15-0 12-7 16-2 14-1 11-11 15-4 13-5 11-3 14-8 12-10 10-9 13-7 11-11 10-0
400S250-97 50 16 37-0 29-4 25-8 20-4 17-9 15-0 18-6 16-2 13-7 17-2 15-0 12-7 16-2 14-1 11-11 15-4 13-5 11-3 14-8 12-10 10-9 13-7 11-11 10-0
400S250-97 33 24 32-4 25-8 22-5 17-9 15-6 13-1 16-2 14-1 11-11 15-0 13-1 11-0 14-1 12-4 10-4 13-5 11-8 9-10 12-10 11-2 9-5 11-11 10-4 8-9
400S250-97 50 24 32-4 25-8 22-5 17-9 15-6 13-1 16-2 14-1 11-11 15-0 13-1 11-0 14-1 12-4 10-4 13-5 11-8 9-10 12-10 11-2 9-5 11-11 10-4 8-9
400S300-97 33 12 42-10 34-0 29-9 23-7 20-7 17-4 21-5 18-8 15-9 19-11 17-4 14-8 18-8 16-4 13-9 17-9 15-6 13-1 17-0 14-10 12-6 15-9 13-9 11-7
400S300-97 50 12 42-10 34-0 29-9 23-7 20-7 17-4 21-5 18-8 15-9 19-11 17-4 14-8 18-8 16-4 13-9 17-9 15-6 13-1 17-0 14-10 12-6 15-9 13-9 11-7
400S300-97 33 16 38-11 30-11 27-0 21-5 18-8 15-9 19-5 17-0 14-4 18-1 15-9 13-3 17-0 14-10 12-6 16-2 14-1 11-11 15-5 13-6 11-4 14-4 12-6 10-6
400S300-97 50 16 38-11 30-11 27-0 21-5 18-8 15-9 19-5 17-0 14-4 18-1 15-9 13-3 17-0 14-10 12-6 16-2 14-1 11-11 15-5 13-6 11-4 14-4 12-6 10-6
400S300-97 33 24 34-0 27-0 23-7 18-8 16-4 13-9 17-0 14-10 12-6 15-9 13-9 11-7 14-10 12-11 10-11 14-1 12-4 10-4 13-6 11-9 9-11 12-6 10-11 9-2
400S300-97 50 24 34-0 27-0 23-7 18-8 16-4 13-9 17-0 14-10 12-6 15-9 13-9 11-7 14-10 12-11 10-11 14-1 12-4 10-4 13-6 11-9 9-11 12-6 10-11 9-2
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
550S137-33 33 12 32-2 25-6 22-4 17-8 15-5 13-0 16-1 14-0 11-10 14-11 13-0 11-0 14-0 s 12-3 10-4 12-11 s 11-8 9-10 12-1 s 11-2 9-5 10-10 s 10-4 8-8
550S137-33 33 16 29-3 23-2 20-3 16-1 14-0 11-10 14-7 12-9 10-9 13-3 s 11-10 10-0 12-1 s 11-2 9-5 11-3 s 10-7 8-11 10-6 s 10-1 8-6 9-4 s 9-4 s 7-11
550S137-33 33 24 24-3 s 20-3 17-8 14-0 s 12-3 10-4 12-1 s 11-2 9-5 10-10 s 10-4 8-8 9-11 s 9-9 8-2 9-2 s 9-2 s 7-9 8-7 s 8-7 s 7-5 7-8 s 7-8 s 6-11
550S162-33 33 12 33-7 26-8 23-3 18-6 16-2 13-7 16-9 14-8 12-4 15-7 13-7 11-6 14-8 12-9 10-9 13-9 s 12-2 10-3 12-10 s 11-7 9-10 11-6 s 10-9 9-1
550S162-33 33 16 30-6 24-3 21-2 16-9 14-8 12-4 15-3 13-4 11-3 14-1 s 12-4 10-5 12-10 s 11-7 9-10 11-11 s 11-0 9-4 11-2 s 10-7 8-11 9-11 s 9-10 8-3
550S162-33 33 24 25-9 s 21-2 18-6 14-8 12-9 10-9 12-10 s 11-7 9-10 11-6 s 10-9 9-1 10-6 s 10-2 8-7 9-9 s 9-8 8-1 9-1 s 9-1 s 7-9 8-1 s 8-1 s 7-2
550S200-33 33 12 35-0 27-9 24-3 19-3 16-10 14-2 17-6 15-3 12-11 16-3 14-2 11-11 15-3 s 13-4 11-3 14-1 s 12-8 10-8 13-2 s 12-1 10-3 11-9 s 11-3 9-6
550S200-33 33 16 31-10 25-3 22-1 17-6 15-3 12-11 15-11 13-10 11-8 14-5 s 12-11 10-10 13-2 s 12-1 10-3 12-2 s 11-6 9-8 11-5 s 11-0 9-3 10-2 s 10-2 s 8-7
550S200-33 33 24 26-5 s 22-1 19-3 15-3 s 13-4 11-3 13-2 s 12-1 10-3 11-9 s 11-3 9-6 10-9 s 10-7 8-11 9-11 s 9-11 s 8-6 9-4 s 9-4 s 8-1 8-4 s 8-4 s 7-6
550S137-43 33 12 35-0 27-9 24-3 19-3 16-10 14-2 17-6 15-3 12-10 16-3 14-2 11-11 15-3 13-4 11-3 14-6 12-8 10-8 13-10 12-1 10-2 12-6 s 11-3 9-6
550S137-43 33 16 31-10 25-3 22-0 17-6 15-3 12-10 15-11 13-10 11-8 14-9 12-10 10-10 13-10 12-1 10-2 12-11 s 11-6 9-8 12-1 s 11-0 9-3 10-10 s 10-2 8-7
550S137-43 33 24 27-9 22-0 19-3 15-3 13-4 11-3 13-10 12-1 10-2 12-6 s 11-3 9-6 11-5 s 10-7 8-11 10-7 s 10-0 8-6 9-10 s 9-7 8-1 8-10 s 8-10 s 7-6
550S162-43 33 12 36-7 29-0 25-4 20-1 17-7 14-10 18-3 15-11 13-5 16-11 14-10 12-6 15-11 13-11 11-9 15-2 13-3 11-2 14-6 12-8 10-8 13-4 s 11-9 9-11
550S162-43 33 16 33-3 26-4 23-0 18-3 15-11 13-5 16-7 14-6 12-3 15-5 13-5 11-4 14-6 12-8 10-8 13-9 12-0 10-1 12-11 s 11-6 9-8 11-7 s 10-8 9-0
550S162-43 33 24 29-0 23-0 20-1 15-11 13-11 11-9 14-6 12-8 10-8 13-4 s 11-9 9-11 12-2 s 11-1 9-4 11-3 s 10-6 8-10 10-6 s 10-0 8-5 9-5 s 9-4 7-10
550S200-43 33 12 38-2 30-3 26-5 21-0 18-4 15-5 19-1 16-8 14-0 17-8 15-5 13-0 16-8 14-6 12-3 15-10 13-10 11-8 15-0 s 13-2 11-1 13-5 s 12-3 10-4
550S200-43 33 16 34-8 27-6 24-0 19-1 16-8 14-0 17-4 15-1 12-9 16-1 14-0 11-10 15-0 s 13-2 11-1 13-11 s 12-6 10-7 13-0 s 12-0 10-1 11-7 s 11-1 9-4
550S200-43 33 24 30-1 s 24-0 21-0 16-8 14-6 12-3 15-0 s 13-2 11-1 13-5 s 12-3 10-4 12-3 s 11-6 9-9 11-4 s 10-11 9-3 10-7 s 10-6 8-10 9-6 s 9-6 s 8-2
550S250-43 33 12 40-4 32-0 27-11 22-2 19-4 16-4 20-2 17-7 14-10 18-8 16-4 13-9 17-7 15-4 12-11 16-9 14-7 12-4 16-0 13-11 11-9 14-7 s 12-11 10-11
550S250-43 33 16 36-8 29-1 25-5 20-2 17-7 14-10 18-4 16-0 13-6 17-0 14-10 12-6 16-0 13-11 11-9 15-1 s 13-3 11-2 14-1 s 12-8 10-8 12-7 s 11-9 9-11
550S250-43 33 24 32-0 25-5 22-2 17-7 15-4 12-11 16-0 13-11 11-9 14-7 s 12-11 10-11 13-3 s 12-2 10-3 12-4 s 11-7 9-9 11-6 s 11-1 9-4 10-3 s 10-3 8-8
550S300-43 33 12 42-1 33-5 29-2 23-2 20-2 17-0 21-0 18-4 15-6 19-6 17-0 14-4 18-4 16-0 13-6 17-5 15-3 12-10 16-8 14-7 12-3 15-5 s 13-6 11-5
550S300-43 33 16 38-3 30-4 26-6 21-0 18-4 15-6 19-1 16-8 14-1 17-9 15-6 13-1 16-8 14-7 12-3 15-10 13-10 11-8 14-11 s 13-3 11-2 13-4 s 12-3 10-4
550S300-43 33 24 33-5 26-6 23-2 18-4 16-0 13-6 16-8 14-7 12-3 15-5 s 13-6 11-5 14-1 s 12-9 10-9 13-0 s 12-1 10-2 12-2 s 11-7 9-9 10-11 s 10-9 9-0
550S137-54 33 12 37-7 29-10 26-1 20-8 18-1 15-3 18-9 16-5 13-10 17-5 15-3 12-10 16-5 14-4 12-1 15-7 13-7 11-6 14-11 13-0 11-0 13-10 12-1 10-2
550S137-54 50 12 37-7 29-10 26-1 20-8 18-1 15-3 18-9 16-5 13-10 17-5 15-3 12-10 16-5 14-4 12-1 15-7 13-7 11-6 14-11 13-0 11-0 13-10 12-1 10-2
550S137-54 33 16 34-2 27-1 23-8 18-9 16-5 13-10 17-1 14-11 12-7 15-10 13-10 11-8 14-11 13-0 11-0 14-2 12-4 10-5 13-6 s 11-10 9-11 12-1 s 11-0 9-3
550S137-54 50 16 34-2 27-1 23-8 18-9 16-5 13-10 17-1 14-11 12-7 15-10 13-10 11-8 14-11 13-0 11-0 14-2 12-4 10-5 13-6 11-10 9-11 12-7 11-0 9-3
550S137-54 33 24 29-10 23-8 20-8 16-5 14-4 12-1 14-11 13-0 11-0 13-10 12-1 10-2 12-8 s 11-4 9-7 11-9 s 10-9 9-1 11-0 s 10-4 8-8 9-10 s 9-7 8-1
550S137-54 50 24 29-10 23-8 20-8 16-5 14-4 12-1 14-11 13-0 11-0 13-10 12-1 10-2 13-0 11-4 9-7 12-4 10-9 9-1 11-10 10-4 8-8 11-0 9-7 8-1
550S162-54 33 12 39-3 31-2 27-3 21-7 18-10 15-11 19-7 17-2 14-5 18-2 15-11 13-5 17-2 15-0 12-7 16-3 14-3 12-0 15-7 13-7 11-5 14-5 12-7 10-8
550S162-54 50 12 39-3 31-2 27-3 21-7 18-10 15-11 19-7 17-2 14-5 18-2 15-11 13-5 17-2 15-0 12-7 16-3 14-3 12-0 15-7 13-7 11-5 14-5 12-7 10-8
550S162-54 33 16 35-8 28-4 24-9 19-7 17-2 14-5 17-10 15-7 13-1 16-6 14-5 12-2 15-7 13-7 11-5 14-9 12-11 10-11 14-2 12-4 10-5 12-10 s 11-5 9-8
550S162-54 50 16 35-8 28-4 24-9 19-7 17-2 14-5 17-10 15-7 13-1 16-6 14-5 12-2 15-7 13-7 11-5 14-9 12-11 10-11 14-2 12-4 10-5 13-1 11-5 9-8
550S162-54 33 24 31-2 24-9 21-7 17-2 15-0 12-7 15-7 13-7 11-5 14-5 12-7 10-8 13-7 s 11-10 10-0 12-7 s 11-3 9-6 11-9 s 10-9 9-1 10-6 s 10-0 8-5
550S162-54 50 24 31-2 24-9 21-7 17-2 15-0 12-7 15-7 13-7 11-5 14-5 12-7 10-8 13-7 11-10 10-0 12-11 11-3 9-6 12-4 10-9 9-1 11-5 10-0 8-5
550S200-54 33 12 41-0 32-6 28-5 22-6 19-8 16-7 20-6 17-11 15-1 19-0 16-7 14-0 17-11 15-7 13-2 17-0 14-10 12-6 16-3 14-2 11-11 15-1 13-2 11-1
550S200-54 50 12 41-0 32-6 28-5 22-6 19-8 16-7 20-6 17-11 15-1 19-0 16-7 14-0 17-11 15-7 13-2 17-0 14-10 12-6 16-3 14-2 11-11 15-1 13-2 11-1
550S200-54 33 16 37-3 29-6 25-10 20-6 17-11 15-1 18-7 16-3 13-8 17-3 15-1 12-8 16-3 14-2 11-11 15-5 13-6 11-4 14-9 12-11 10-10 13-6 s 11-11 10-1
550S200-54 50 16 37-3 29-6 25-10 20-6 17-11 15-1 18-7 16-3 13-8 17-3 15-1 12-8 16-3 14-2 11-11 15-5 13-6 11-4 14-9 12-11 10-10 13-8 11-11 10-1
550S200-54 33 24 32-6 25-10 22-6 17-11 15-7 13-2 16-3 14-2 11-11 15-1 13-2 11-1 14-2 12-5 10-5 13-2 s 11-9 9-11 12-4 s 11-3 9-6 11-0 s 10-5 8-10
550S200-54 50 24 32-6 25-10 22-6 17-11 15-7 13-2 16-3 14-2 11-11 15-1 13-2 11-1 14-2 12-5 10-5 13-6 11-9 9-11 12-11 11-3 9-6 11-11 10-5 8-10
550S250-54 33 12 43-4 34-5 30-1 23-10 20-10 17-7 21-8 18-11 15-11 20-1 17-7 14-10 18-11 16-6 13-11 18-0 15-8 13-3 17-2 15-0 12-8 15-11 13-11 11-9
550S250-54 50 12 43-2 34-3 29-11 23-9 20-9 17-6 21-7 18-10 15-11 20-0 17-6 14-9 18-10 16-5 13-10 17-11 15-7 13-2 17-1 14-11 12-7 15-11 13-10 11-8
550S250-54 33 16 39-5 31-3 27-4 21-8 18-11 15-11 19-8 17-2 14-6 18-3 15-11 13-5 17-2 15-0 12-8 16-4 14-3 12-0 15-7 13-8 11-6 14-3 s 12-8 10-8
550S250-54 50 16 39-3 31-1 27-2 21-7 18-10 15-11 19-7 17-1 14-5 18-2 15-11 13-5 17-1 14-11 12-7 16-3 14-2 12-0 15-6 13-7 11-5 14-5 12-7 10-7
550S250-54 33 24 34-5 27-4 23-10 18-11 16-6 13-11 17-2 15-0 12-8 15-11 13-11 11-9 15-0 s 13-1 11-1 13-11 s 12-5 10-6 13-0 s 11-11 10-0 11-7 s 11-1 9-4
550S250-54 50 24 34-3 27-2 23-9 18-10 16-5 13-10 17-1 14-11 12-7 15-11 13-10 11-8 14-11 13-1 11-0 14-2 12-5 10-5 13-7 11-10 10-0 12-7 11-0 9-3
550S300-54 33 12 45-6 36-1 31-6 25-0 21-10 18-5 22-9 19-10 16-9 21-1 18-5 15-6 19-10 17-4 14-7 18-10 16-6 13-11 18-0 15-9 13-3 16-9 14-7 12-4
550S300-54 50 12 44-11 35-8 31-1 24-8 21-7 18-2 22-5 19-7 16-6 20-10 18-2 15-4 19-7 17-1 14-5 18-7 16-3 13-8 17-10 15-6 13-1 16-6 14-5 12-2
550S300-54 33 16 41-4 32-9 28-8 22-9 19-10 16-9 20-8 18-0 15-2 19-2 16-9 14-1 18-0 15-9 13-3 17-1 14-11 12-7 16-4 14-4 12-1 15-1 s 13-3 11-2
550S300-54 50 16 40-9 32-4 28-3 22-5 19-7 16-6 20-4 17-10 15-0 18-11 16-6 13-11 17-10 15-6 13-1 16-11 14-9 12-5 16-2 14-1 11-11 15-0 13-1 11-1
550S300-54 33 24 36-1 28-8 25-0 19-10 17-4 14-7 18-0 15-9 13-3 16-9 14-7 12-4 15-9 13-9 11-7 14-9 s 13-1 11-0 13-9 s 12-6 10-6 12-4 s 11-7 9-9
550S300-54 50 24 35-8 28-3 24-8 19-7 17-1 14-5 17-10 15-6 13-1 16-6 14-5 12-2 15-6 13-7 11-5 14-9 12-11 10-10 14-1 12-4 10-5 13-1 11-5 9-8
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
550S137-68 33 12 40-4 32-0 28-0 22-2 19-5 16-4 20-2 17-7 14-10 18-9 16-4 13-9 17-7 15-5 13-0 16-9 14-7 12-4 16-0 14-0 11-9 14-10 13-0 10-11
550S137-68 50 12 40-4 32-0 28-0 22-2 19-5 16-4 20-2 17-7 14-10 18-9 16-4 13-9 17-7 15-5 13-0 16-9 14-7 12-4 16-0 14-0 11-9 14-10 13-0 10-11
550S137-68 33 16 36-8 29-1 25-5 20-2 17-7 14-10 18-4 16-0 13-6 17-0 14-10 12-6 16-0 14-0 11-9 15-2 13-3 11-2 14-6 12-8 10-8 13-5 s 11-9 9-11
550S137-68 50 16 36-8 29-1 25-5 20-2 17-7 14-10 18-4 16-0 13-6 17-0 14-10 12-6 16-0 14-0 11-9 15-2 13-3 11-2 14-6 12-8 10-8 13-6 11-9 9-11
550S137-68 33 24 32-0 25-5 22-2 17-7 15-5 13-0 16-0 14-0 11-9 14-10 13-0 10-11 14-0 12-2 10-3 13-1 s 11-7 9-9 12-3 s 11-1 9-4 10-11 s 10-3 8-8
550S137-68 50 24 32-0 25-5 22-2 17-7 15-5 13-0 16-0 14-0 11-9 14-10 13-0 10-11 14-0 12-2 10-3 13-3 11-7 9-9 12-8 11-1 9-4 11-9 10-3 8-8
550S162-68 33 12 42-2 33-6 29-3 23-2 20-3 17-1 21-1 18-5 15-6 19-7 17-1 14-5 18-5 16-1 13-7 17-6 15-3 12-10 16-9 14-7 12-4 15-6 13-7 11-5
550S162-68 50 12 42-2 33-6 29-3 23-2 20-3 17-1 21-1 18-5 15-6 19-7 17-1 14-5 18-5 16-1 13-7 17-6 15-3 12-10 16-9 14-7 12-4 15-6 13-7 11-5
550S162-68 33 16 38-4 30-5 26-7 21-1 18-5 15-6 19-2 16-9 14-1 17-9 15-6 13-1 16-9 14-7 12-4 15-11 13-10 11-8 15-2 13-3 11-2 14-1 12-4 10-5
550S162-68 50 16 38-4 30-5 26-7 21-1 18-5 15-6 19-2 16-9 14-1 17-9 15-6 13-1 16-9 14-7 12-4 15-11 13-10 11-8 15-2 13-3 11-2 14-1 12-4 10-5
550S162-68 33 24 33-6 26-7 23-2 18-5 16-1 13-7 16-9 14-7 12-4 15-6 13-7 11-5 14-7 12-9 10-9 13-10 12-1 10-2 13-1 s 11-7 9-9 11-8 s 10-9 9-1
550S162-68 50 24 33-6 26-7 23-2 18-5 16-1 13-7 16-9 14-7 12-4 15-6 13-7 11-5 14-7 12-9 10-9 13-10 12-1 10-2 13-3 11-7 9-9 12-4 10-9 9-1
550S200-68 33 12 44-1 34-11 30-6 24-3 21-2 17-10 22-0 19-3 16-2 20-5 17-10 15-0 19-3 16-9 14-2 18-3 15-11 13-5 17-5 15-3 12-10 16-2 14-2 11-11
550S200-68 50 12 44-1 34-11 30-6 24-3 21-2 17-10 22-0 19-3 16-2 20-5 17-10 15-0 19-3 16-9 14-2 18-3 15-11 13-5 17-5 15-3 12-10 16-2 14-2 11-11
550S200-68 33 16 40-0 31-9 27-9 22-0 19-3 16-2 20-0 17-5 14-9 18-7 16-2 13-8 17-5 15-3 12-10 16-7 14-6 12-2 15-10 13-10 11-8 14-9 12-10 10-10
550S200-68 50 16 40-0 31-9 27-9 22-0 19-3 16-2 20-0 17-5 14-9 18-7 16-2 13-8 17-5 15-3 12-10 16-7 14-6 12-2 15-10 13-10 11-8 14-9 12-10 10-10
550S200-68 33 24 34-11 27-9 24-3 19-3 16-9 14-2 17-5 15-3 12-10 16-2 14-2 11-11 15-3 13-4 11-3 14-6 12-8 10-8 13-10 12-1 10-2 12-5 s 11-3 9-5
550S200-68 50 24 34-11 27-9 24-3 19-3 16-9 14-2 17-5 15-3 12-10 16-2 14-2 11-11 15-3 13-4 11-3 14-6 12-8 10-8 13-10 12-1 10-2 12-10 11-3 9-5
550S250-68 33 12 46-8 37-0 32-4 25-8 22-5 18-11 23-4 20-4 17-2 21-7 18-11 15-11 20-4 17-9 15-0 19-4 16-11 14-3 18-6 16-2 13-7 17-2 15-0 12-8
550S250-68 50 12 46-8 37-0 32-4 25-8 22-5 18-11 23-4 20-4 17-2 21-7 18-11 15-11 20-4 17-9 15-0 19-4 16-11 14-3 18-6 16-2 13-7 17-2 15-0 12-8
550S250-68 33 16 42-4 33-7 29-4 23-4 20-4 17-2 21-2 18-6 15-7 19-8 17-2 14-6 18-6 16-2 13-7 17-7 15-4 12-11 16-9 14-8 12-4 15-7 13-7 11-6
550S250-68 50 16 42-4 33-7 29-4 23-4 20-4 17-2 21-2 18-6 15-7 19-8 17-2 14-6 18-6 16-2 13-7 17-7 15-4 12-11 16-9 14-8 12-4 15-7 13-7 11-6
550S250-68 33 24 37-0 29-4 25-8 20-4 17-9 15-0 18-6 16-2 13-7 17-2 15-0 12-8 16-2 14-1 11-11 15-4 13-5 11-3 14-8 12-10 10-9 13-4 s 11-11 10-0
550S250-68 50 24 37-0 29-4 25-8 20-4 17-9 15-0 18-6 16-2 13-7 17-2 15-0 12-8 16-2 14-1 11-11 15-4 13-5 11-3 14-8 12-10 10-9 13-7 11-11 10-0
550S300-68 33 12 48-11 38-10 33-11 26-11 23-6 19-10 24-5 21-4 18-0 22-8 19-10 16-8 21-4 18-8 15-9 20-3 17-9 14-11 19-5 16-11 14-3 18-0 15-9 13-3
550S300-68 50 12 48-9 38-8 33-10 26-10 23-5 19-9 24-4 21-3 17-11 22-7 19-9 16-8 21-3 18-7 15-8 20-3 17-8 14-11 19-4 16-11 14-3 17-11 15-8 13-3
550S300-68 33 16 44-5 35-3 30-10 24-5 21-4 18-0 22-2 19-5 16-4 20-7 18-0 15-2 19-5 16-11 14-3 18-5 16-1 13-7 17-7 15-5 13-0 16-4 14-3 12-0
550S300-68 50 16 44-4 35-2 30-9 24-4 21-3 17-11 22-2 19-4 16-4 20-7 17-11 15-2 19-4 16-11 14-3 18-4 16-0 13-6 17-7 15-4 12-11 16-4 14-3 12-0
550S300-68 33 24 38-10 30-10 26-11 21-4 18-8 15-9 19-5 16-11 14-3 18-0 15-9 13-3 16-11 14-9 12-6 16-1 14-1 11-10 15-5 13-5 11-4 13-10 s 12-6 10-6
550S300-68 50 24 38-8 30-9 26-10 21-3 18-7 15-8 19-4 16-11 14-3 17-11 15-8 13-3 16-11 14-9 12-5 16-0 14-0 11-10 15-4 13-5 11-3 14-3 12-5 10-6
550S162-97 33 12 47-0 37-3 32-7 25-10 22-7 19-0 23-6 20-6 17-3 21-9 19-0 16-0 20-6 17-11 15-1 19-6 17-0 14-4 18-7 16-3 13-8 17-3 15-1 12-9
550S162-97 50 12 47-0 37-3 32-7 25-10 22-7 19-0 23-6 20-6 17-3 21-9 19-0 16-0 20-6 17-11 15-1 19-6 17-0 14-4 18-7 16-3 13-8 17-3 15-1 12-9
550S162-97 33 16 42-8 33-10 29-7 23-6 20-6 17-3 21-4 18-7 15-8 19-9 17-3 14-7 18-7 16-3 13-8 17-8 15-5 13-0 16-11 14-9 12-5 15-8 13-8 11-7
550S162-97 50 16 42-8 33-10 29-7 23-6 20-6 17-3 21-4 18-7 15-8 19-9 17-3 14-7 18-7 16-3 13-8 17-8 15-5 13-0 16-11 14-9 12-5 15-8 13-8 11-7
550S162-97 33 24 37-3 29-7 25-10 20-6 17-11 15-1 18-7 16-3 13-8 17-3 15-1 12-9 16-3 14-2 12-0 15-5 13-6 11-4 14-9 12-11 10-10 13-8 12-0 10-1
550S162-97 50 24 37-3 29-7 25-10 20-6 17-11 15-1 18-7 16-3 13-8 17-3 15-1 12-9 16-3 14-2 12-0 15-5 13-6 11-4 14-9 12-11 10-10 13-8 12-0 10-1
550S200-97 33 12 49-1 38-11 34-0 27-0 23-7 19-11 24-6 21-5 18-1 22-9 19-11 16-9 21-5 18-8 15-9 20-4 17-9 15-0 19-5 17-0 14-4 18-1 15-9 13-4
550S200-97 50 12 49-1 38-11 34-0 27-0 23-7 19-11 24-6 21-5 18-1 22-9 19-11 16-9 21-5 18-8 15-9 20-4 17-9 15-0 19-5 17-0 14-4 18-1 15-9 13-4
550S200-97 33 16 44-7 35-5 30-11 24-6 21-5 18-1 22-3 19-5 16-5 20-8 18-1 15-3 19-5 17-0 14-4 18-6 16-2 13-7 17-8 15-5 13-0 16-5 14-4 12-1
550S200-97 50 16 44-7 35-5 30-11 24-6 21-5 18-1 22-3 19-5 16-5 20-8 18-1 15-3 19-5 17-0 14-4 18-6 16-2 13-7 17-8 15-5 13-0 16-5 14-4 12-1
550S200-97 33 24 38-11 30-11 27-0 21-5 18-8 15-9 19-5 17-0 14-4 18-1 15-9 13-4 17-0 14-10 12-6 16-2 14-1 11-11 15-5 13-6 11-4 14-4 12-6 10-6
550S200-97 50 24 38-11 30-11 27-0 21-5 18-8 15-9 19-5 17-0 14-4 18-1 15-9 13-4 17-0 14-10 12-6 16-2 14-1 11-11 15-5 13-6 11-4 14-4 12-6 10-6
550S250-97 33 12 52-0 41-3 36-1 28-7 25-0 21-1 26-0 22-8 19-2 24-2 21-1 17-9 22-8 19-10 16-9 21-7 18-10 15-11 20-7 18-0 15-2 19-2 16-9 14-1
550S250-97 50 12 52-0 41-3 36-1 28-7 25-0 21-1 26-0 22-8 19-2 24-2 21-1 17-9 22-8 19-10 16-9 21-7 18-10 15-11 20-7 18-0 15-2 19-2 16-9 14-1
550S250-97 33 16 47-3 37-6 32-9 26-0 22-8 19-2 23-7 20-7 17-5 21-11 19-2 16-2 20-7 18-0 15-2 19-7 17-1 14-5 18-9 16-4 13-9 17-5 15-2 12-10
550S250-97 50 16 47-3 37-6 32-9 26-0 22-8 19-2 23-7 20-7 17-5 21-11 19-2 16-2 20-7 18-0 15-2 19-7 17-1 14-5 18-9 16-4 13-9 17-5 15-2 12-10
550S250-97 33 24 41-3 32-9 28-7 22-8 19-10 16-9 20-7 18-0 15-2 19-2 16-9 14-1 18-0 15-9 13-3 17-1 14-11 12-7 16-4 14-3 12-1 15-2 13-3 11-2
550S250-97 50 24 41-3 32-9 28-7 22-8 19-10 16-9 20-7 18-0 15-2 19-2 16-9 14-1 18-0 15-9 13-3 17-1 14-11 12-7 16-4 14-3 12-1 15-2 13-3 11-2
550S300-97 33 12 54-8 43-4 37-10 30-1 26-3 22-2 27-4 23-10 20-1 25-4 22-2 18-8 23-10 20-10 17-7 22-8 19-9 16-8 21-8 18-11 15-11 20-1 17-7 14-10
550S300-97 50 12 54-8 43-4 37-10 30-1 26-3 22-2 27-4 23-10 20-1 25-4 22-2 18-8 23-10 20-10 17-7 22-8 19-9 16-8 21-8 18-11 15-11 20-1 17-7 14-10
550S300-97 33 16 49-8 39-5 34-5 27-4 23-10 20-1 24-10 21-8 18-3 23-0 20-1 16-11 21-8 18-11 15-11 20-7 18-0 15-2 19-8 17-2 14-6 18-3 15-11 13-5
550S300-97 50 16 49-8 39-5 34-5 27-4 23-10 20-1 24-10 21-8 18-3 23-0 20-1 16-11 21-8 18-11 15-11 20-7 18-0 15-2 19-8 17-2 14-6 18-3 15-11 13-5
550S300-97 33 24 43-4 34-5 30-1 23-10 20-10 17-7 21-8 18-11 15-11 20-1 17-7 14-10 18-11 16-6 13-11 18-0 15-8 13-3 17-2 15-0 12-8 15-11 13-11 11-9
550S300-97 50 24 43-4 34-5 30-1 23-10 20-10 17-7 21-8 18-11 15-11 20-1 17-7 14-10 18-11 16-6 13-11 18-0 15-8 13-3 17-2 15-0 12-8 15-11 13-11 11-9
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
600S137-33 33 12 34-6 27-5 23-11 19-0 16-7 14-0 17-3 15-1 12-8 16-0 14-0 11-9 14-11 s 13-2 11-1 13-9 s 12-6 10-6 12-11 s 11-11 10-1 11-6 s 11-1 9-4
600S137-33 33 16 31-4 24-10 21-9 17-3 15-1 12-8 15-8 13-8 11-6 14-1 s 12-8 10-8 12-11 s 11-11 10-1 11-11 s 11-4 9-7 11-2 s 10-10 9-2 10-0 s 10-0 s 8-6
600S137-33 33 24 25-10 s 21-9 19-0 14-11 s 13-2 11-1 12-11 s 11-11 10-1 11-6 s 11-1 9-4 10-6 s 10-5 8-9 9-9 s 9-9 s 8-4 9-1 s 9-1 s 8-0 8-2 s 8-2 s 7-5
600S162-33 33 12 36-0 28-7 24-11 19-9 17-3 14-7 18-0 15-8 13-3 16-8 14-7 12-3 15-8 13-8 11-7 14-7 s 13-0 11-0 13-8 s 12-5 10-6 12-3 s 11-7 9-9
600S162-33 33 16 32-8 25-11 22-8 18-0 15-8 13-3 16-4 14-3 12-0 15-0 s 13-3 11-2 13-8 s 12-5 10-6 12-8 s 11-10 10-0 11-10 s 11-4 9-6 10-7 s 10-6 8-10
600S162-33 33 24 27-4 s 22-8 19-9 15-8 13-8 11-7 13-8 s 12-5 10-6 12-3 s 11-7 9-9 11-2 s 10-10 9-2 10-4 s 10-4 s 8-8 9-8 s 9-8 s 8-4 8-8 s 8-8 s 7-9
600S200-33 33 12 37-6 29-9 26-0 20-7 18-0 15-2 18-9 16-4 13-9 17-4 15-2 12-9 16-0 s 14-3 12-0 14-10 s 13-7 11-5 13-10 s 13-0 10-11 12-5 s 12-0 10-2
600S200-33 33 16 34-0 s 27-0 23-7 18-9 16-4 13-9 17-0 s 14-10 12-6 15-2 s 13-9 11-7 13-10 s 13-0 10-11 12-10 s 12-4 10-5 12-0 s 11-9 9-11 10-9 s 10-9 s 9-3
600S200-33 33 24 27-9 s 23-7 20-7 16-0 s 14-3 12-0 13-10 s 13-0 10-11 12-5 s 12-0 10-2 11-4 s 11-4 s 9-7 10-6 s 10-6 s 9-1 9-9 s 9-9 s 8-8 8-9 s 8-9 s 8-1
600S137-43 33 12 37-7 29-10 26-0 20-8 18-0 15-2 18-9 16-5 13-10 17-5 15-2 12-10 16-5 14-4 12-1 15-7 13-7 11-5 14-10 s 13-0 10-11 13-4 s 12-1 10-2
600S137-43 33 16 34-1 27-1 23-8 18-9 16-5 13-10 17-0 14-11 12-6 15-10 13-10 11-8 14-10 s 13-0 10-11 13-9 s 12-4 10-5 12-10 s 11-10 9-11 11-6 s 10-11 9-3
600S137-43 33 24 29-9 s 23-8 20-8 16-5 14-4 12-1 14-10 s 13-0 10-11 13-4 s 12-1 10-2 12-2 s 11-4 9-7 11-3 s 10-9 9-1 10-6 s 10-4 8-8 9-5 s 9-5 s 8-1
600S162-43 33 12 39-2 31-1 27-2 21-6 18-10 15-10 19-7 17-1 14-5 18-2 15-10 13-4 17-1 14-11 12-7 16-3 14-2 11-11 15-6 13-7 11-5 14-2 s 12-7 10-7
600S162-43 33 16 35-7 28-3 24-8 19-7 17-1 14-5 17-9 15-6 13-1 16-6 14-5 12-2 15-6 13-7 11-5 14-8 s 12-10 10-10 13-9 s 12-4 10-5 12-3 s 11-5 9-8
600S162-43 33 24 31-1 24-8 21-6 17-1 14-11 12-7 15-6 13-7 11-5 14-2 s 12-7 10-7 12-11 s 11-10 10-0 12-0 s 11-3 9-6 11-2 s 10-9 9-1 10-0 s 10-0 8-5
600S200-43 33 12 40-10 32-5 28-3 22-5 19-7 16-6 20-5 17-10 15-0 18-11 16-6 13-11 17-10 15-7 13-1 16-11 14-9 12-5 15-11 s 14-1 11-11 14-3 s 13-1 11-1
600S200-43 33 16 37-1 29-5 25-8 20-5 17-10 15-0 18-6 16-2 13-8 17-2 15-0 12-8 15-11 s 14-1 11-11 14-9 s 13-5 11-4 13-10 s 12-10 10-10 12-4 s 11-11 10-0
600S200-43 33 24 31-11 s 25-8 22-5 17-10 15-7 13-1 15-11 s 14-1 11-11 14-3 s 13-1 11-1 13-0 s 12-4 10-5 12-1 s 11-9 9-10 11-3 s 11-2 9-5 10-1 s 10-1 s 8-9
600S250-43 33 12 43-1 34-3 29-11 23-9 20-9 17-6 21-6 18-10 15-10 20-0 17-6 14-9 18-10 16-5 13-10 17-10 15-7 13-2 17-1 14-11 12-7 15-5 s 13-10 11-8
600S250-43 33 16 39-2 31-1 27-2 21-6 18-10 15-10 19-7 17-1 14-5 18-2 15-10 13-4 17-1 14-11 12-7 16-0 s 14-2 11-11 14-11 s 13-7 11-5 13-4 s 12-7 10-7
600S250-43 33 24 34-3 27-2 23-9 18-10 16-5 13-10 17-1 14-11 12-7 15-5 s 13-10 11-8 14-1 s 13-0 11-0 13-0 s 12-5 10-5 12-2 s 11-10 10-0 10-11 s 10-11 s 9-3
600S300-43 33 12 44-11 35-8 31-2 24-9 21-7 18-2 22-5 19-7 16-6 20-10 18-2 15-4 19-7 17-1 14-5 18-7 16-3 13-8 17-10 15-7 13-1 16-4 s 14-5 12-2
600S300-43 33 16 40-10 32-5 28-3 22-5 19-7 16-6 20-5 17-10 15-0 18-11 16-6 13-11 17-10 15-7 13-1 16-11 14-9 12-5 15-10 s 14-1 11-11 14-2 s 13-1 11-1
600S300-43 33 24 35-8 28-3 24-9 19-7 17-1 14-5 17-10 15-7 13-1 16-4 s 14-5 12-2 14-11 s 13-7 11-5 13-10 s 12-11 10-10 12-11 s 12-4 10-5 11-7 s 11-5 9-8
600S137-54 33 12 40-4 32-0 27-11 22-2 19-4 16-4 20-2 17-7 14-10 18-8 16-4 13-9 17-7 15-4 12-11 16-9 14-7 12-4 16-0 13-11 11-9 14-10 s 12-11 10-11
600S137-54 50 12 40-4 32-0 27-11 22-2 19-4 16-4 20-2 17-7 14-10 18-8 16-4 13-9 17-7 15-4 12-11 16-9 14-7 12-4 16-0 13-11 11-9 14-10 12-11 10-11
600S137-54 33 16 36-8 29-1 25-5 20-2 17-7 14-10 18-4 16-0 13-6 17-0 14-10 12-6 16-0 13-11 11-9 15-2 13-3 11-2 14-4 s 12-8 10-8 12-10 s 11-9 9-11
600S137-54 50 16 36-8 29-1 25-5 20-2 17-7 14-10 18-4 16-0 13-6 17-0 14-10 12-6 16-0 13-11 11-9 15-2 13-3 11-2 14-6 12-8 10-8 13-6 11-9 9-11
600S137-54 33 24 32-0 25-5 22-2 17-7 15-4 12-11 16-0 13-11 11-9 14-10 s 12-11 10-11 13-6 s 12-2 10-3 12-6 s 11-7 9-9 11-8 s 11-1 9-4 10-5 s 10-3 8-8
600S137-54 50 24 32-0 25-5 22-2 17-7 15-4 12-11 16-0 13-11 11-9 14-10 12-11 10-11 13-11 12-2 10-3 13-3 11-7 9-9 12-8 11-1 9-4 11-9 10-3 8-8
600S162-54 33 12 42-1 33-5 29-2 23-2 20-3 17-1 21-0 18-4 15-6 19-6 17-1 14-4 18-4 16-0 13-6 17-5 15-3 12-10 16-8 14-7 12-3 15-6 13-6 11-5
600S162-54 50 12 42-1 33-5 29-2 23-2 20-3 17-1 21-0 18-4 15-6 19-6 17-1 14-4 18-4 16-0 13-6 17-5 15-3 12-10 16-8 14-7 12-3 15-6 13-6 11-5
600S162-54 33 16 38-3 30-4 26-6 21-0 18-4 15-6 19-1 16-8 14-1 17-9 15-6 13-1 16-8 14-7 12-3 15-10 13-10 11-8 15-2 13-3 11-2 13-8 s 12-3 10-4
600S162-54 50 16 38-3 30-4 26-6 21-0 18-4 15-6 19-1 16-8 14-1 17-9 15-6 13-1 16-8 14-7 12-3 15-10 13-10 11-8 15-2 13-3 11-2 14-1 12-3 10-4
600S162-54 33 24 33-5 26-6 23-2 18-4 16-0 13-6 16-8 14-7 12-3 15-6 13-6 11-5 14-5 s 12-9 10-9 13-4 s 12-1 10-2 12-6 s 11-7 9-9 11-2 s 10-9 9-0
600S162-54 50 24 33-5 26-6 23-2 18-4 16-0 13-6 16-8 14-7 12-3 15-6 13-6 11-5 14-7 12-9 10-9 13-10 12-1 10-2 13-3 11-7 9-9 12-3 10-9 9-0
600S200-54 33 12 43-10 34-10 30-5 24-1 21-1 17-9 21-11 19-2 16-2 20-4 17-9 15-0 19-2 16-9 14-1 18-2 15-10 13-5 17-5 15-2 12-10 16-2 14-1 11-11
600S200-54 50 12 43-10 34-10 30-5 24-1 21-1 17-9 21-11 19-2 16-2 20-4 17-9 15-0 19-2 16-9 14-1 18-2 15-10 13-5 17-5 15-2 12-10 16-2 14-1 11-11
600S200-54 33 16 39-10 31-7 27-7 21-11 19-2 16-2 19-11 17-5 14-8 18-6 16-2 13-7 17-5 15-2 12-10 16-6 14-5 12-2 15-9 13-9 11-7 14-3 s 12-10 10-9
600S200-54 50 16 39-10 31-7 27-7 21-11 19-2 16-2 19-11 17-5 14-8 18-6 16-2 13-7 17-5 15-2 12-10 16-6 14-5 12-2 15-9 13-9 11-7 14-8 12-10 10-9
600S200-54 33 24 34-10 27-7 24-1 19-2 16-9 14-1 17-5 15-2 12-10 16-2 14-1 11-11 15-1 s 13-3 11-2 13-11 s 12-7 10-7 13-1 s 12-0 10-2 11-8 s 11-2 9-5
600S200-54 50 24 34-10 27-7 24-1 19-2 16-9 14-1 17-5 15-2 12-10 16-2 14-1 11-11 15-2 13-3 11-2 14-5 12-7 10-7 13-9 12-0 10-2 12-10 11-2 9-5
600S250-54 33 12 46-4 36-10 32-2 25-6 22-3 18-9 23-2 20-3 17-1 21-6 18-9 15-10 20-3 17-8 14-11 19-3 16-9 14-2 18-5 16-1 13-6 17-1 14-11 12-7
600S250-54 50 12 46-1 36-7 32-0 25-4 22-2 18-8 23-0 20-1 17-0 21-5 18-8 15-9 20-1 17-7 14-10 19-1 16-8 14-1 18-3 16-0 13-5 17-0 14-10 12-6
600S250-54 33 16 42-1 33-5 29-2 23-2 20-3 17-1 21-0 18-5 15-6 19-6 17-1 14-5 18-5 16-1 13-6 17-5 15-3 12-10 16-8 14-7 12-3 15-1 s 13-6 11-5
600S250-54 50 16 41-11 33-3 29-0 23-0 20-1 17-0 20-11 18-3 15-5 19-5 17-0 14-4 18-3 16-0 13-5 17-4 15-2 12-9 16-7 14-6 12-3 15-5 13-5 11-4
600S250-54 33 24 36-10 29-2 25-6 20-3 17-8 14-11 18-5 16-1 13-6 17-1 14-11 12-7 15-11 s 14-0 11-10 14-8 s 13-4 11-3 13-9 s 12-9 10-9 12-4 s 11-10 9-11
600S250-54 50 24 36-7 29-0 25-4 20-1 17-7 14-10 18-3 16-0 13-5 17-0 14-10 12-6 16-0 13-11 11-9 15-2 13-3 11-2 14-6 12-8 10-8 13-5 11-9 9-11
600S300-54 33 12 48-7 38-7 33-8 26-9 23-4 19-8 24-3 21-2 17-11 22-6 19-8 16-7 21-2 18-6 15-7 20-2 17-7 14-10 19-3 16-10 14-2 17-11 15-7 13-2
600S300-54 50 12 48-0 38-1 33-3 26-5 23-0 19-5 24-0 20-11 17-8 22-3 19-5 16-5 20-11 18-3 15-5 19-11 17-4 14-8 19-0 16-7 14-0 17-8 15-5 13-0
600S300-54 33 16 44-2 35-0 30-7 24-3 21-2 17-11 22-1 19-3 16-3 20-6 17-11 15-1 19-3 16-10 14-2 18-4 16-0 13-6 17-6 15-3 12-11 16-0 s 14-2 11-11
600S300-54 50 16 43-7 34-7 30-2 24-0 20-11 17-8 21-9 19-0 16-0 20-2 17-8 14-10 19-0 16-7 14-0 18-1 15-9 13-4 17-3 15-1 12-9 16-0 14-0 11-10
600S300-54 33 24 38-7 30-7 26-9 21-2 18-6 15-7 19-3 16-10 14-2 17-11 15-7 13-2 16-10 14-8 12-5 15-7 s 13-11 11-9 14-7 s 13-4 11-3 13-1 s 12-5 10-5
600S300-54 50 24 38-1 30-2 26-5 20-11 18-3 15-5 19-0 16-7 14-0 17-8 15-5 13-0 16-7 14-6 12-3 15-9 13-9 11-7 15-1 13-2 11-1 14-0 12-3 10-4
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
600S137-68 33 12 43-4 34-4 30-0 23-10 20-10 17-6 21-8 18-11 15-11 20-1 17-6 14-9 18-11 16-6 13-11 17-11 15-8 13-3 17-2 15-0 12-8 15-11 13-11 11-9
600S137-68 50 12 43-4 34-4 30-0 23-10 20-10 17-6 21-8 18-11 15-11 20-1 17-6 14-9 18-11 16-6 13-11 17-11 15-8 13-3 17-2 15-0 12-8 15-11 13-11 11-9
600S137-68 33 16 39-4 31-3 27-3 21-8 18-11 15-11 19-8 17-2 14-6 18-3 15-11 13-5 17-2 15-0 12-8 16-4 14-3 12-0 15-7 13-7 11-6 14-3 s 12-8 10-8
600S137-68 50 16 39-4 31-3 27-3 21-8 18-11 15-11 19-8 17-2 14-6 18-3 15-11 13-5 17-2 15-0 12-8 16-4 14-3 12-0 15-7 13-7 11-6 14-6 12-8 10-8
600S137-68 33 24 34-4 27-3 23-10 18-11 16-6 13-11 17-2 15-0 12-8 15-11 13-11 11-9 15-0 13-1 11-0 13-11 s 12-5 10-6 13-0 s 11-11 10-0 11-8 s 11-0 9-4
600S137-68 50 24 34-4 27-3 23-10 18-11 16-6 13-11 17-2 15-0 12-8 15-11 13-11 11-9 15-0 13-1 11-0 14-3 12-5 10-6 13-7 11-11 10-0 12-8 11-0 9-4
600S162-68 33 12 45-3 35-11 31-4 24-10 21-9 18-4 22-7 19-9 16-8 21-0 18-4 15-5 19-9 17-3 14-6 18-9 16-4 13-10 17-11 15-8 13-2 16-8 14-6 12-3
600S162-68 50 12 45-3 35-11 31-4 24-10 21-9 18-4 22-7 19-9 16-8 21-0 18-4 15-5 19-9 17-3 14-6 18-9 16-4 13-10 17-11 15-8 13-2 16-8 14-6 12-3
600S162-68 33 16 41-1 32-7 28-6 22-7 19-9 16-8 20-6 17-11 15-1 19-1 16-8 14-0 17-11 15-8 13-2 17-0 14-10 12-6 16-3 14-3 12-0 15-1 13-2 11-1
600S162-68 50 16 41-1 32-7 28-6 22-7 19-9 16-8 20-6 17-11 15-1 19-1 16-8 14-0 17-11 15-8 13-2 17-0 14-10 12-6 16-3 14-3 12-0 15-1 13-2 11-1
600S162-68 33 24 35-11 28-6 24-10 19-9 17-3 14-6 17-11 15-8 13-2 16-8 14-6 12-3 15-8 13-8 11-6 14-10 s 13-0 10-11 13-11 s 12-5 10-6 12-5 s 11-6 9-9
600S162-68 50 24 35-11 28-6 24-10 19-9 17-3 14-6 17-11 15-8 13-2 16-8 14-6 12-3 15-8 13-8 11-6 14-10 13-0 10-11 14-3 12-5 10-6 13-2 11-6 9-9
600S200-68 33 12 47-2 37-5 32-8 25-11 22-8 19-1 23-7 20-7 17-4 21-10 19-1 16-1 20-7 18-0 15-2 19-6 17-1 14-5 18-8 16-4 13-9 17-4 15-2 12-9
600S200-68 50 12 47-2 37-5 32-8 25-11 22-8 19-1 23-7 20-7 17-4 21-10 19-1 16-1 20-7 18-0 15-2 19-6 17-1 14-5 18-8 16-4 13-9 17-4 15-2 12-9
600S200-68 33 16 42-10 34-0 29-8 23-7 20-7 17-4 21-5 18-8 15-9 19-10 17-4 14-7 18-8 16-4 13-9 17-9 15-6 13-1 17-0 14-10 12-6 15-9 13-9 11-7
600S200-68 50 16 42-10 34-0 29-8 23-7 20-7 17-4 21-5 18-8 15-9 19-10 17-4 14-7 18-8 16-4 13-9 17-9 15-6 13-1 17-0 14-10 12-6 15-9 13-9 11-7
600S200-68 33 24 37-5 29-8 25-11 20-7 18-0 15-2 18-8 16-4 13-9 17-4 15-2 12-9 16-4 14-3 12-0 15-6 13-6 11-5 14-9 s 12-11 10-11 13-2 s 12-0 10-2
600S200-68 50 24 37-5 29-8 25-11 20-7 18-0 15-2 18-8 16-4 13-9 17-4 15-2 12-9 16-4 14-3 12-0 15-6 13-6 11-5 14-10 12-11 10-11 13-9 12-0 10-2
600S250-68 33 12 49-10 39-7 34-7 27-5 23-11 20-2 24-11 21-9 18-4 23-2 20-2 17-0 21-9 19-0 16-0 20-8 18-1 15-3 19-9 17-3 14-7 18-4 16-0 13-6
600S250-68 50 12 49-10 39-7 34-7 27-5 23-11 20-2 24-11 21-9 18-4 23-2 20-2 17-0 21-9 19-0 16-0 20-8 18-1 15-3 19-9 17-3 14-7 18-4 16-0 13-6
600S250-68 33 16 45-4 35-11 31-5 24-11 21-9 18-4 22-8 19-9 16-8 21-0 18-4 15-6 19-9 17-3 14-7 18-9 16-5 13-10 17-11 15-8 13-3 16-8 14-7 12-3
600S250-68 50 16 45-4 35-11 31-5 24-11 21-9 18-4 22-8 19-9 16-8 21-0 18-4 15-6 19-9 17-3 14-7 18-9 16-5 13-10 17-11 15-8 13-3 16-8 14-7 12-3
600S250-68 33 24 39-7 31-5 27-5 21-9 19-0 16-0 19-9 17-3 14-7 18-4 16-0 13-6 17-3 15-1 12-8 16-5 14-4 12-1 15-8 13-8 11-7 14-2 s 12-8 10-9
600S250-68 50 24 39-7 31-5 27-5 21-9 19-0 16-0 19-9 17-3 14-7 18-4 16-0 13-6 17-3 15-1 12-8 16-5 14-4 12-1 15-8 13-8 11-7 14-7 12-8 10-9
600S300-68 33 12 52-3 41-6 36-3 28-9 25-1 21-2 26-1 22-10 19-3 24-3 21-2 17-10 22-10 19-11 16-10 21-8 18-11 15-11 20-9 18-1 15-3 19-3 16-10 14-2
600S300-68 50 12 52-1 41-4 36-1 28-8 25-0 21-1 26-0 22-9 19-2 24-2 21-1 17-10 22-9 19-10 16-9 21-7 18-10 15-11 20-8 18-0 15-2 19-2 16-9 14-1
600S300-68 33 16 47-6 37-8 32-11 26-1 22-10 19-3 23-9 20-9 17-6 22-0 19-3 16-3 20-9 18-1 15-3 19-8 17-2 14-6 18-10 16-5 13-10 17-6 15-3 12-10
600S300-68 50 16 47-4 37-7 32-10 26-0 22-9 19-2 23-8 20-8 17-5 21-11 19-2 16-2 20-8 18-0 15-2 19-7 17-2 14-5 18-9 16-5 13-10 17-5 15-2 12-10
600S300-68 33 24 41-6 32-11 28-9 22-10 19-11 16-10 20-9 18-1 15-3 19-3 16-10 14-2 18-1 15-10 13-4 17-2 15-0 12-8 16-5 s 14-4 12-1 14-8 s 13-4 11-3
600S300-68 50 24 41-4 32-10 28-8 22-9 19-10 16-9 20-8 18-0 15-2 19-2 16-9 14-1 18-0 15-9 13-3 17-2 15-0 12-7 16-5 14-4 12-1 15-2 13-3 11-2
600S162-97 33 12 50-5 40-0 34-11 27-9 24-2 20-5 25-2 22-0 18-6 23-4 20-5 17-2 22-0 19-2 16-2 20-11 18-3 15-4 20-0 17-5 14-8 18-6 16-2 13-8
600S162-97 50 12 50-5 40-0 34-11 27-9 24-2 20-5 25-2 22-0 18-6 23-4 20-5 17-2 22-0 19-2 16-2 20-11 18-3 15-4 20-0 17-5 14-8 18-6 16-2 13-8
600S162-97 33 16 45-9 36-4 31-9 25-2 22-0 18-6 22-10 20-0 16-10 21-3 18-6 15-8 20-0 17-5 14-8 19-0 16-7 14-0 18-2 15-10 13-4 16-10 14-8 12-5
600S162-97 50 16 45-9 36-4 31-9 25-2 22-0 18-6 22-10 20-0 16-10 21-3 18-6 15-8 20-0 17-5 14-8 19-0 16-7 14-0 18-2 15-10 13-4 16-10 14-8 12-5
600S162-97 33 24 40-0 31-9 27-9 22-0 19-2 16-2 20-0 17-5 14-8 18-6 16-2 13-8 17-5 15-3 12-10 16-7 14-6 12-2 15-10 13-10 11-8 14-7 s 12-10 10-10
600S162-97 50 24 40-0 31-9 27-9 22-0 19-2 16-2 20-0 17-5 14-8 18-6 16-2 13-8 17-5 15-3 12-10 16-7 14-6 12-2 15-10 13-10 11-8 14-8 12-10 10-10
600S200-97 33 12 52-7 41-9 36-5 28-11 25-3 21-4 26-3 22-11 19-4 24-5 21-4 17-11 22-11 20-0 16-11 21-9 19-0 16-1 20-10 18-2 15-4 19-4 16-11 14-3
600S200-97 50 12 52-7 41-9 36-5 28-11 25-3 21-4 26-3 22-11 19-4 24-5 21-4 17-11 22-11 20-0 16-11 21-9 19-0 16-1 20-10 18-2 15-4 19-4 16-11 14-3
600S200-97 33 16 47-9 37-11 33-1 26-3 22-11 19-4 23-10 20-10 17-7 22-2 19-4 16-4 20-10 18-2 15-4 19-10 17-3 14-7 18-11 16-6 13-11 17-7 15-4 12-11
600S200-97 50 16 47-9 37-11 33-1 26-3 22-11 19-4 23-10 20-10 17-7 22-2 19-4 16-4 20-10 18-2 15-4 19-10 17-3 14-7 18-11 16-6 13-11 17-7 15-4 12-11
600S200-97 33 24 41-9 33-1 28-11 22-11 20-0 16-11 20-10 18-2 15-4 19-4 16-11 14-3 18-2 15-11 13-5 17-3 15-1 12-9 16-6 14-5 12-2 15-4 13-5 11-4
600S200-97 50 24 41-9 33-1 28-11 22-11 20-0 16-11 20-10 18-2 15-4 19-4 16-11 14-3 18-2 15-11 13-5 17-3 15-1 12-9 16-6 14-5 12-2 15-4 13-5 11-4
600S250-97 33 12 55-8 44-2 38-7 30-7 26-9 22-7 27-10 24-3 20-6 25-10 22-7 19-0 24-3 21-3 17-11 23-1 20-2 17-0 22-1 19-3 16-3 20-6 17-11 15-1
600S250-97 50 12 55-8 44-2 38-7 30-7 26-9 22-7 27-10 24-3 20-6 25-10 22-7 19-0 24-3 21-3 17-11 23-1 20-2 17-0 22-1 19-3 16-3 20-6 17-11 15-1
600S250-97 33 16 50-7 40-1 35-1 27-10 24-3 20-6 25-3 22-1 18-7 23-5 20-6 17-3 22-1 19-3 16-3 20-11 18-4 15-5 20-0 17-6 14-9 18-7 16-3 13-8
600S250-97 50 16 50-7 40-1 35-1 27-10 24-3 20-6 25-3 22-1 18-7 23-5 20-6 17-3 22-1 19-3 16-3 20-11 18-4 15-5 20-0 17-6 14-9 18-7 16-3 13-8
600S250-97 33 24 44-2 35-1 30-7 24-3 21-3 17-11 22-1 19-3 16-3 20-6 17-11 15-1 19-3 16-10 14-2 18-4 16-0 13-6 17-6 15-3 12-11 16-3 14-2 11-11
600S250-97 50 24 44-2 35-1 30-7 24-3 21-3 17-11 22-1 19-3 16-3 20-6 17-11 15-1 19-3 16-10 14-2 18-4 16-0 13-6 17-6 15-3 12-11 16-3 14-2 11-11
600S300-97 33 12 58-5 46-4 40-6 32-1 28-1 23-8 29-2 25-6 21-6 27-1 23-8 19-11 25-6 22-3 18-9 24-2 21-2 17-10 23-2 20-3 17-1 21-6 18-9 15-10
600S300-97 50 12 58-5 46-4 40-6 32-1 28-1 23-8 29-2 25-6 21-6 27-1 23-8 19-11 25-6 22-3 18-9 24-2 21-2 17-10 23-2 20-3 17-1 21-6 18-9 15-10
600S300-97 33 16 53-1 42-1 36-9 29-2 25-6 21-6 26-6 23-2 19-6 24-7 21-6 18-1 23-2 20-3 17-1 22-0 19-2 16-2 21-0 18-4 15-6 19-6 17-1 14-4
600S300-97 50 16 53-1 42-1 36-9 29-2 25-6 21-6 26-6 23-2 19-6 24-7 21-6 18-1 23-2 20-3 17-1 22-0 19-2 16-2 21-0 18-4 15-6 19-6 17-1 14-4
600S300-97 33 24 46-4 36-9 32-1 25-6 22-3 18-9 23-2 20-3 17-1 21-6 18-9 15-10 20-3 17-8 14-11 19-2 16-9 14-2 18-4 16-0 13-6 17-1 14-11 12-7
600S300-97 50 24 46-4 36-9 32-1 25-6 22-3 18-9 23-2 20-3 17-1 21-6 18-9 15-10 20-3 17-8 14-11 19-2 16-9 14-2 18-4 16-0 13-6 17-1 14-11 12-7
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
800S137-33 33 12 41-9 s 34-8 30-3 24-0 21-0 17-8 20-10 s 19-1 16-1 18-8 s 17-8 14-11 17-0 s 16-8 14-0 15-9 s 15-9 s 13-4 14-9 s 14-9 s 12-9 13-2 s 13-2 s 11-10
800S137-33 33 16 36-2 s 31-6 27-6 20-10 s 19-1 16-1 18-1 s 17-4 14-7 16-2 s 16-1 13-6 14-9 s 14-9 s 12-9 13-8 s 13-8 s 12-1 12-9 s 12-9 s 11-7 11-5 s 11-5 s 10-9
800S137-33 33 24 29-6 s 27-6 24-0 17-0 s 16-8 14-0 14-9 s 14-9 s 12-9 13-2 s 13-2 s 11-10 12-0 s 12-0 s 11-1 11-2 s 11-2 s 10-7 10-5 s 10-5 s 10-1 9-4 s 9-4 s 9-4 s
800S162-33 33 12 44-5 s 36-0 31-5 24-11 21-9 18-4 22-2 s 19-9 16-8 19-10 s 18-4 15-6 18-1 s 17-3 14-7 16-9 s 16-5 13-10 15-8 s 15-8 s 13-3 14-0 s 14-0 s 12-3
800S162-33 33 16 38-5 s 32-8 28-7 22-2 s 19-9 16-8 19-2 s 18-0 15-2 17-2 s 16-8 14-1 15-8 s 15-8 s 13-3 14-6 s 14-6 s 12-7 13-7 s 13-7 s 12-0 12-1 s 12-1 s 11-2
800S162-33 33 24 31-4 s 28-7 24-11 18-1 s 17-3 14-7 15-8 s 15-8 s 13-3 14-0 s 14-0 s 12-3 12-9 s 12-9 s 11-7 11-10 s 11-10 s 11-0 11-1 s 11-1 s 10-6 9-11 s 9-11 s 9-9
800S200-33 33 12 44-11 s 37-4 32-7 25-10 22-7 19-1 22-5 s 20-6 17-4 20-1 s 19-1 16-1 18-4 s 17-11 15-1 17-0 s 17-0 s 14-4 15-10 s 15-10 s 13-9 14-2 s 14-2 s 12-9
800S200-33 33 16 38-11 s 33-11 29-7 22-5 s 20-6 17-4 19-5 s 18-8 15-9 17-5 s 17-4 14-7 15-10 s 15-10 s 13-9 14-8 s 14-8 s 13-0 13-9 s 13-9 s 12-6 12-3 s 12-3 s 11-7
800S200-33 33 24 31-9 s 29-7 25-10 18-4 s 17-11 15-1 15-10 s 15-10 s 13-9 14-2 s 14-2 s 12-9 12-11 s 12-11 s 12-0 12-0 s 12-0 s 11-5 11-2 s 11-2 s 10-11 10-0 s 10-0 s 10-0 s
800S137-43 33 12 47-6 37-9 32-11 26-2 22-10 19-3 23-9 20-9 17-6 22-0 19-3 16-3 20-9 18-1 15-3 19-7 s 17-2 14-6 18-4 s 16-5 13-10 16-5 s 15-3 12-10
800S137-43 33 16 43-2 34-3 29-11 23-9 20-9 17-6 21-7 18-10 15-11 20-0 17-6 14-9 18-4 s 16-5 13-10 17-0 s 15-7 13-2 15-11 s 14-11 12-7 14-2 s 13-10 11-8
800S137-43 33 24 36-9 s 29-11 26-2 20-9 18-1 15-3 18-4 s 16-5 13-10 16-5 s 15-3 12-10 15-0 s 14-4 12-1 13-10 s 13-8 11-6 13-0 s 13-0 s 11-0 11-7 s 11-7 s 10-2
800S162-43 33 12 49-5 39-2 34-3 27-2 23-9 20-0 24-8 21-7 18-2 22-11 20-0 16-10 21-7 18-10 15-10 20-6 17-10 15-1 19-5 s 17-1 14-5 17-5 s 15-10 13-5
800S162-43 33 16 44-10 35-7 31-1 24-8 21-7 18-2 22-5 19-7 16-6 20-10 18-2 15-4 19-5 s 17-1 14-5 18-0 s 16-3 13-8 16-10 s 15-6 13-1 15-1 s 14-5 12-2
800S162-43 33 24 38-11 s 31-1 27-2 21-7 18-10 15-10 19-5 s 17-1 14-5 17-5 s 15-10 13-5 15-10 s 14-11 12-7 14-8 s 14-2 11-11 13-9 s 13-7 11-5 12-3 s 12-3 s 10-7
800S200-43 33 12 51-3 40-8 35-6 28-2 24-7 20-9 25-7 22-4 18-10 23-9 20-9 17-6 22-2 s 19-6 16-6 20-7 s 18-7 15-8 19-3 s 17-9 14-11 17-2 s 16-6 13-11
800S200-43 33 16 46-7 36-11 32-3 25-7 22-4 18-10 23-3 20-4 17-1 21-1 s 18-10 15-11 19-3 s 17-9 14-11 17-9 s 16-10 14-2 16-8 s 16-1 13-7 14-11 s 14-11 s 12-7
800S200-43 33 24 38-6 s 32-3 28-2 22-2 s 19-6 16-6 19-3 s 17-9 14-11 17-2 s 16-6 13-11 15-8 s 15-6 13-1 14-6 s 14-6 s 12-5 13-7 s 13-7 s 11-10 12-2 s 12-2 s 11-0
800S250-43 33 12 53-11 42-9 37-4 29-8 25-11 21-10 26-11 23-6 19-10 25-0 21-10 18-5 23-6 20-7 17-4 22-1 s 19-6 16-5 20-8 s 18-8 15-9 18-6 s 17-4 14-7
800S250-43 33 16 49-0 38-10 33-11 26-11 23-6 19-10 24-6 21-4 18-0 22-8 s 19-10 16-9 20-8 s 18-8 15-9 19-2 s 17-9 14-11 17-11 s 16-11 14-3 16-0 s 15-9 13-3
800S250-43 33 24 41-5 s 33-11 29-8 23-6 20-7 17-4 20-8 s 18-8 15-9 18-6 s 17-4 14-7 16-10 s 16-4 13-9 15-7 s 15-6 13-1 14-7 s 14-7 s 12-6 13-1 s 13-1 s 11-7
800S300-43 33 12 56-1 44-6 38-10 30-10 26-11 22-9 28-0 24-6 20-8 26-0 22-9 19-2 24-6 21-4 18-0 23-3 20-4 17-1 21-10 s 19-5 16-4 19-6 s 18-0 15-2
800S300-43 33 16 50-11 40-5 35-4 28-0 24-6 20-8 25-5 22-3 18-9 23-7 20-8 17-5 21-10 s 19-5 16-4 20-2 s 18-5 15-7 18-11 s 17-8 14-10 16-11 s 16-4 13-10
800S300-43 33 24 43-8 s 35-4 30-10 24-6 21-4 18-0 21-10 s 19-5 16-4 19-6 s 18-0 15-2 17-10 s 16-11 14-4 16-6 s 16-1 13-7 15-5 s 15-5 13-0 13-9 s 13-9 s 12-1
800S137-54 33 12 51-1 40-6 35-5 28-1 24-6 20-8 25-6 22-3 18-10 23-8 20-8 17-5 22-3 19-6 16-5 21-2 18-6 15-7 20-3 17-8 14-11 18-3 s 16-5 13-10
800S137-54 50 12 51-1 40-6 35-5 28-1 24-6 20-8 25-6 22-3 18-10 23-8 20-8 17-5 22-3 19-6 16-5 21-2 18-6 15-7 20-3 17-8 14-11 18-10 16-5 13-10
800S137-54 33 16 46-5 36-10 32-2 25-6 22-3 18-10 23-2 20-3 17-1 21-6 18-10 15-10 20-3 17-8 14-11 18-11 s 16-10 14-2 17-8 s 16-1 13-6 15-10 s 14-11 12-7
800S137-54 50 16 46-5 36-10 32-2 25-6 22-3 18-10 23-2 20-3 17-1 21-6 18-10 15-10 20-3 17-8 14-11 19-3 16-10 14-2 18-5 16-1 13-6 17-1 14-11 12-7
800S137-54 33 24 40-6 32-2 28-1 22-3 19-6 16-5 20-3 17-8 14-11 18-3 s 16-5 13-10 16-8 s 15-5 13-0 15-5 s 14-8 12-4 14-5 s 14-0 11-10 12-11 s 12-11 s 11-0
800S137-54 50 24 40-6 32-2 28-1 22-3 19-6 16-5 20-3 17-8 14-11 18-10 16-5 13-10 17-8 15-5 13-0 16-10 14-8 12-4 16-1 14-0 11-10 14-11 13-0 11-0
800S162-54 33 12 53-1 42-2 36-10 29-2 25-6 21-6 26-6 23-2 19-6 24-7 21-6 18-2 23-2 20-3 17-1 22-0 19-3 16-2 21-1 18-5 15-6 19-4 s 17-1 14-5
800S162-54 50 12 53-1 42-2 36-10 29-2 25-6 21-6 26-6 23-2 19-6 24-7 21-6 18-2 23-2 20-3 17-1 22-0 19-3 16-2 21-1 18-5 15-6 19-6 17-1 14-5
800S162-54 33 16 48-3 38-3 33-5 26-6 23-2 19-6 24-1 21-1 17-9 22-4 19-6 16-6 21-1 18-5 15-6 20-0 17-5 14-9 18-9 s 16-8 14-1 16-9 s 15-6 13-1
800S162-54 50 16 48-3 38-3 33-5 26-6 23-2 19-6 24-1 21-1 17-9 22-4 19-6 16-6 21-1 18-5 15-6 20-0 17-5 14-9 19-1 16-8 14-1 17-9 15-6 13-1
800S162-54 33 24 42-2 33-5 29-2 23-2 20-3 17-1 21-1 18-5 15-6 19-4 s 17-1 14-5 17-8 s 16-1 13-6 16-4 s 15-3 12-10 15-4 s 14-7 12-3 13-8 s 13-6 11-5
800S162-54 50 24 42-2 33-5 29-2 23-2 20-3 17-1 21-1 18-5 15-6 19-6 17-1 14-5 18-5 16-1 13-6 17-5 15-3 12-10 16-8 14-7 12-3 15-6 13-6 11-5
800S200-54 33 12 55-1 43-9 38-2 30-4 26-6 22-4 27-6 24-0 20-3 25-7 22-4 18-10 24-0 21-0 17-8 22-10 19-11 16-10 21-10 19-1 16-1 20-2 s 17-8 14-11
800S200-54 50 12 55-1 43-9 38-2 30-4 26-6 22-4 27-6 24-0 20-3 25-7 22-4 18-10 24-0 21-0 17-8 22-10 19-11 16-10 21-10 19-1 16-1 20-3 17-8 14-11
800S200-54 33 16 50-1 39-9 34-8 27-6 24-0 20-3 25-0 21-10 18-5 23-3 20-3 17-1 21-10 19-1 16-1 20-9 18-1 15-3 19-6 s 17-4 14-7 17-5 s 16-1 13-7
800S200-54 50 16 50-1 39-9 34-8 27-6 24-0 20-3 25-0 21-10 18-5 23-3 20-3 17-1 21-10 19-1 16-1 20-9 18-1 15-3 19-10 17-4 14-7 18-5 16-1 13-7
800S200-54 33 24 43-9 34-8 30-4 24-0 21-0 17-8 21-10 19-1 16-1 20-2 s 17-8 14-11 18-5 s 16-8 14-1 17-0 s 15-10 13-4 15-11 s 15-2 12-9 14-3 s 14-1 11-10
800S200-54 50 24 43-9 34-8 30-4 24-0 21-0 17-8 21-10 19-1 16-1 20-3 17-8 14-11 19-1 16-8 14-1 18-1 15-10 13-4 17-4 15-2 12-9 16-1 14-1 11-10
800S250-54 33 12 58-0 46-0 40-2 31-11 27-10 23-6 29-0 25-4 21-4 26-11 23-6 19-10 25-4 22-1 18-8 24-0 21-0 17-8 23-0 20-1 16-11 21-2 s 18-8 15-9
800S250-54 50 12 57-9 45-10 40-0 31-9 27-9 23-5 28-10 25-2 21-3 26-9 23-5 19-9 25-2 22-0 18-7 23-11 20-11 17-7 22-11 20-0 16-10 21-3 18-7 15-8
800S250-54 33 16 52-8 41-10 36-6 29-0 25-4 21-4 26-4 23-0 19-5 24-5 21-4 18-0 23-0 20-1 16-11 21-10 19-1 16-1 20-6 s 18-3 15-4 18-4 s 16-11 14-3
800S250-54 50 16 52-6 41-8 36-4 28-10 25-2 21-3 26-3 22-11 19-4 24-4 21-3 17-11 22-11 20-0 16-10 21-9 19-0 16-0 20-10 18-2 15-4 19-4 16-10 14-3
800S250-54 33 24 46-0 36-6 31-11 25-4 22-1 18-8 23-0 20-1 16-11 21-2 s 18-8 15-9 19-4 s 17-6 14-9 17-11 s 16-8 14-0 16-9 s 15-11 13-5 14-11 s 14-9 12-6
800S250-54 50 24 45-10 36-4 31-9 25-2 22-0 18-7 22-11 20-0 16-10 21-3 18-7 15-8 20-0 17-6 14-9 19-0 16-7 14-0 18-2 15-10 13-4 16-10 14-9 12-5
800S300-54 33 12 60-7 48-1 42-0 33-4 29-1 24-7 30-3 26-5 22-4 28-1 24-7 20-8 26-5 23-1 19-6 25-1 21-11 18-6 24-0 21-0 17-8 22-4 19-6 16-5
800S300-54 50 12 59-11 47-7 41-7 33-0 28-10 24-3 29-11 26-2 22-1 27-10 24-3 20-6 26-2 22-10 19-3 24-10 21-8 18-4 23-9 20-9 17-6 22-1 19-3 16-3
800S300-54 33 16 55-1 43-8 38-2 30-3 26-5 22-4 27-6 24-0 20-3 25-6 22-4 18-10 24-0 21-0 17-8 22-10 19-11 16-10 21-8 s 19-1 16-1 19-5 s 17-8 14-11
800S300-54 50 16 54-5 43-3 37-9 29-11 26-2 22-1 27-2 23-9 20-0 25-3 22-1 18-7 23-9 20-9 17-6 22-7 19-9 16-7 21-7 18-10 15-11 20-0 17-6 14-9
800S300-54 33 24 48-1 38-2 33-4 26-5 23-1 19-6 24-0 21-0 17-8 22-4 19-6 16-5 20-5 s 18-4 15-5 18-11 s 17-5 14-8 17-8 s 16-8 14-0 15-10 s 15-5 13-0
800S300-54 50 24 47-7 37-9 33-0 26-2 22-10 19-3 23-9 20-9 17-6 22-1 19-3 16-3 20-9 18-1 15-3 19-9 17-3 14-6 18-10 16-6 13-11 17-6 15-3 12-11
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
800S137-68 33 12 54-11 43-7 38-1 30-2 26-5 22-3 27-5 24-0 20-2 25-6 22-3 18-9 24-0 20-11 17-8 22-9 19-11 16-9 21-9 19-0 16-0 20-2 17-8 14-11
800S137-68 50 12 54-11 43-7 38-1 30-2 26-5 22-3 27-5 24-0 20-2 25-6 22-3 18-9 24-0 20-11 17-8 22-9 19-11 16-9 21-9 19-0 16-0 20-2 17-8 14-11
800S137-68 33 16 49-11 39-7 34-7 27-5 24-0 20-2 24-11 21-9 18-4 23-2 20-2 17-0 21-9 19-0 16-0 20-8 18-1 15-3 19-9 s 17-3 14-7 17-8 s 16-0 13-6
800S137-68 50 16 49-11 39-7 34-7 27-5 24-0 20-2 24-11 21-9 18-4 23-2 20-2 17-0 21-9 19-0 16-0 20-8 18-1 15-3 19-9 17-3 14-7 18-4 16-0 13-6
800S137-68 33 24 43-7 34-7 30-2 24-0 20-11 17-8 21-9 19-0 16-0 20-2 17-8 14-11 18-7 s 16-7 14-0 17-3 s 15-9 13-4 16-1 s 15-1 12-9 14-5 s 14-0 11-10
800S137-68 50 24 43-7 34-7 30-2 24-0 20-11 17-8 21-9 19-0 16-0 20-2 17-8 14-11 19-0 16-7 14-0 18-1 15-9 13-4 17-3 15-1 12-9 16-0 14-0 11-10
800S162-68 33 12 57-1 45-4 39-7 31-5 27-5 23-2 28-6 24-11 21-0 26-6 23-2 19-6 24-11 21-9 18-4 23-8 20-8 17-5 22-8 19-9 16-8 21-0 18-4 15-6
800S162-68 50 12 57-1 45-4 39-7 31-5 27-5 23-2 28-6 24-11 21-0 26-6 23-2 19-6 24-11 21-9 18-4 23-8 20-8 17-5 22-8 19-9 16-8 21-0 18-4 15-6
800S162-68 33 16 51-11 41-2 35-11 28-6 24-11 21-0 25-11 22-8 19-1 24-1 21-0 17-9 22-8 19-9 16-8 21-6 18-9 15-10 20-7 17-11 15-2 18-8 s 16-8 14-1
800S162-68 50 16 51-11 41-2 35-11 28-6 24-11 21-0 25-11 22-8 19-1 24-1 21-0 17-9 22-8 19-9 16-8 21-6 18-9 15-10 20-7 17-11 15-2 19-1 16-8 14-1
800S162-68 33 24 45-4 35-11 31-5 24-11 21-9 18-4 22-8 19-9 16-8 21-0 18-4 15-6 19-9 s 17-3 14-7 18-3 s 16-5 13-10 17-1 s 15-8 13-3 15-3 s 14-7 12-3
800S162-68 50 24 45-4 35-11 31-5 24-11 21-9 18-4 22-8 19-9 16-8 21-0 18-4 15-6 19-9 17-3 14-7 18-9 16-5 13-10 17-11 15-8 13-3 16-8 14-7 12-3
800S200-68 33 12 59-3 47-0 41-1 32-7 28-6 24-0 29-7 25-10 21-10 27-6 24-0 20-3 25-10 22-7 19-1 24-7 21-5 18-1 23-6 20-6 17-4 21-10 19-1 16-1
800S200-68 50 12 59-3 47-0 41-1 32-7 28-6 24-0 29-7 25-10 21-10 27-6 24-0 20-3 25-10 22-7 19-1 24-7 21-5 18-1 23-6 20-6 17-4 21-10 19-1 16-1
800S200-68 33 16 53-10 42-9 37-4 29-7 25-10 21-10 26-11 23-6 19-10 25-0 21-10 18-5 23-6 20-6 17-4 22-4 19-6 16-5 21-4 18-8 15-9 19-9 s 17-4 14-7
800S200-68 50 16 53-10 42-9 37-4 29-7 25-10 21-10 26-11 23-6 19-10 25-0 21-10 18-5 23-6 20-6 17-4 22-4 19-6 16-5 21-4 18-8 15-9 19-10 17-4 14-7
800S200-68 33 24 47-0 37-4 32-7 25-10 22-7 19-1 23-6 20-6 17-4 21-10 19-1 16-1 20-6 17-11 15-1 19-3 s 17-0 14-4 18-0 s 16-3 13-9 16-1 s 15-1 12-9
800S200-68 50 24 47-0 37-4 32-7 25-10 22-7 19-1 23-6 20-6 17-4 21-10 19-1 16-1 20-6 17-11 15-1 19-6 17-0 14-4 18-8 16-3 13-9 17-4 15-1 12-9
800S250-68 33 12 62-5 49-6 43-3 34-4 30-0 25-3 31-2 27-3 23-0 28-11 25-3 21-4 27-3 23-9 20-1 25-10 22-7 19-1 24-9 21-7 18-3 23-0 20-1 16-11
800S250-68 50 12 62-5 49-6 43-3 34-4 30-0 25-3 31-2 27-3 23-0 28-11 25-3 21-4 27-3 23-9 20-1 25-10 22-7 19-1 24-9 21-7 18-3 23-0 20-1 16-11
800S250-68 33 16 56-8 45-0 39-4 31-2 27-3 23-0 28-4 24-9 20-10 26-4 23-0 19-4 24-9 21-7 18-3 23-6 20-6 17-4 22-6 19-8 16-7 20-10 18-3 15-4
800S250-68 50 16 56-8 45-0 39-4 31-2 27-3 23-0 28-4 24-9 20-10 26-4 23-0 19-4 24-9 21-7 18-3 23-6 20-6 17-4 22-6 19-8 16-7 20-10 18-3 15-4
800S250-68 33 24 49-6 39-4 34-4 27-3 23-9 20-1 24-9 21-7 18-3 23-0 20-1 16-11 21-7 18-10 15-11 20-6 s 17-11 15-1 19-2 s 17-2 14-5 17-2 s 15-11 13-5
800S250-68 50 24 49-6 39-4 34-4 27-3 23-9 20-1 24-9 21-7 18-3 23-0 20-1 16-11 21-7 18-10 15-11 20-6 17-11 15-1 19-8 17-2 14-5 18-3 15-11 13-5
800S300-68 33 12 65-3 51-9 45-3 35-11 31-4 26-5 32-7 28-6 24-0 30-3 26-5 22-3 28-6 24-10 21-0 27-0 23-7 19-11 25-10 22-7 19-1 24-0 21-0 17-8
800S300-68 50 12 65-0 51-7 45-0 35-9 31-3 26-4 32-6 28-4 23-11 30-2 26-4 22-2 28-4 24-9 20-11 26-11 23-6 19-10 25-9 22-6 19-0 23-11 20-11 17-7
800S300-68 33 16 59-3 47-0 41-1 32-7 28-6 24-0 29-7 25-10 21-10 27-6 24-0 20-3 25-10 22-7 19-1 24-7 21-5 18-1 23-6 20-6 17-4 21-9 s 19-1 16-1
800S300-68 50 16 59-0 46-10 40-11 32-6 28-4 23-11 29-6 25-9 21-9 27-4 23-11 20-2 25-9 22-6 19-0 24-6 21-4 18-0 23-5 20-5 17-3 21-9 19-0 16-0
800S300-68 33 24 51-9 41-1 35-11 28-6 24-10 21-0 25-10 22-7 19-1 24-0 21-0 17-8 22-7 19-9 16-8 21-3 s 18-9 15-10 19-10 s 17-11 15-1 17-9 s 16-8 14-0
800S300-68 50 24 51-7 40-11 35-9 28-4 24-9 20-11 25-9 22-6 19-0 23-11 20-11 17-7 22-6 19-8 16-7 21-4 18-8 15-9 20-5 17-10 15-1 19-0 16-7 14-0
800S162-97 33 12 63-8 50-7 44-2 35-0 30-7 25-10 31-10 27-10 23-5 29-7 25-10 21-9 27-10 24-3 20-6 26-5 23-1 19-5 25-3 22-1 18-7 23-5 20-6 17-3
800S162-97 50 12 63-8 50-7 44-2 35-0 30-7 25-10 31-10 27-10 23-5 29-7 25-10 21-9 27-10 24-3 20-6 26-5 23-1 19-5 25-3 22-1 18-7 23-5 20-6 17-3
800S162-97 33 16 57-11 45-11 40-1 31-10 27-10 23-5 28-11 25-3 21-4 26-10 23-5 19-9 25-3 22-1 18-7 24-0 20-11 17-8 22-11 20-0 16-11 21-4 18-7 15-8
800S162-97 50 16 57-11 45-11 40-1 31-10 27-10 23-5 28-11 25-3 21-4 26-10 23-5 19-9 25-3 22-1 18-7 24-0 20-11 17-8 22-11 20-0 16-11 21-4 18-7 15-8
800S162-97 33 24 50-7 40-1 35-0 27-10 24-3 20-6 25-3 22-1 18-7 23-5 20-6 17-3 22-1 19-3 16-3 20-11 18-4 15-5 20-0 17-6 14-9 18-0 s 16-3 13-8
800S162-97 50 24 50-7 40-1 35-0 27-10 24-3 20-6 25-3 22-1 18-7 23-5 20-6 17-3 22-1 19-3 16-3 20-11 18-4 15-5 20-0 17-6 14-9 18-7 16-3 13-8
800S200-97 33 12 66-2 52-6 45-10 36-5 31-9 26-10 33-1 28-11 24-4 30-8 26-10 22-7 28-11 25-3 21-3 27-5 23-11 20-2 26-3 22-11 19-4 24-4 21-3 17-11
800S200-97 50 12 66-2 52-6 45-10 36-5 31-9 26-10 33-1 28-11 24-4 30-8 26-10 22-7 28-11 25-3 21-3 27-5 23-11 20-2 26-3 22-11 19-4 24-4 21-3 17-11
800S200-97 33 16 60-1 47-8 41-8 33-1 28-11 24-4 30-0 26-3 22-1 27-11 24-4 20-6 26-3 22-11 19-4 24-11 21-9 18-4 23-10 20-10 17-7 22-1 19-4 16-3
800S200-97 50 16 60-1 47-8 41-8 33-1 28-11 24-4 30-0 26-3 22-1 27-11 24-4 20-6 26-3 22-11 19-4 24-11 21-9 18-4 23-10 20-10 17-7 22-1 19-4 16-3
800S200-97 33 24 52-6 41-8 36-5 28-11 25-3 21-3 26-3 22-11 19-4 24-4 21-3 17-11 22-11 20-0 16-10 21-9 19-0 16-0 20-10 18-2 15-4 19-1 s 16-10 14-3
800S200-97 50 24 52-6 41-8 36-5 28-11 25-3 21-3 26-3 22-11 19-4 24-4 21-3 17-11 22-11 20-0 16-10 21-9 19-0 16-0 20-10 18-2 15-4 19-4 16-10 14-3
800S250-97 33 12 69-9 55-4 48-4 38-4 33-6 28-3 34-10 30-5 25-8 32-4 28-3 23-10 30-5 26-7 22-5 28-11 25-3 21-3 27-8 24-2 20-4 25-8 22-5 18-11
800S250-97 50 12 69-9 55-4 48-4 38-4 33-6 28-3 34-10 30-5 25-8 32-4 28-3 23-10 30-5 26-7 22-5 28-11 25-3 21-3 27-8 24-2 20-4 25-8 22-5 18-11
800S250-97 33 16 63-4 50-3 43-11 34-10 30-5 25-8 31-8 27-8 23-4 29-5 25-8 21-8 27-8 24-2 20-4 26-3 22-11 19-4 25-1 21-11 18-6 23-4 20-4 17-2
800S250-97 50 16 63-4 50-3 43-11 34-10 30-5 25-8 31-8 27-8 23-4 29-5 25-8 21-8 27-8 24-2 20-4 26-3 22-11 19-4 25-1 21-11 18-6 23-4 20-4 17-2
800S250-97 33 24 55-4 43-11 38-4 30-5 26-7 22-5 27-8 24-2 20-4 25-8 22-5 18-11 24-2 21-1 17-9 22-11 20-0 16-11 21-11 19-2 16-2 20-4 17-9 15-0
800S250-97 50 24 55-4 43-11 38-4 30-5 26-7 22-5 27-8 24-2 20-4 25-8 22-5 18-11 24-2 21-1 17-9 22-11 20-0 16-11 21-11 19-2 16-2 20-4 17-9 15-0
800S300-97 33 12 72-11 57-11 50-7 40-1 35-0 29-7 36-5 31-10 26-10 33-10 29-7 24-11 31-10 27-10 23-5 30-3 26-5 22-3 28-11 25-3 21-4 26-10 23-5 19-9
800S300-97 50 12 72-11 57-11 50-7 40-1 35-0 29-7 36-5 31-10 26-10 33-10 29-7 24-11 31-10 27-10 23-5 30-3 26-5 22-3 28-11 25-3 21-4 26-10 23-5 19-9
800S300-97 33 16 66-3 52-7 45-11 36-5 31-10 26-10 33-1 28-11 24-5 30-9 26-10 22-8 28-11 25-3 21-4 27-6 24-0 20-3 26-3 22-11 19-4 24-5 21-4 17-11
800S300-97 50 16 66-3 52-7 45-11 36-5 31-10 26-10 33-1 28-11 24-5 30-9 26-10 22-8 28-11 25-3 21-4 27-6 24-0 20-3 26-3 22-11 19-4 24-5 21-4 17-11
800S300-97 33 24 57-11 45-11 40-1 31-10 27-10 23-5 28-11 25-3 21-4 26-10 23-5 19-9 25-3 22-1 18-7 24-0 20-11 17-8 22-11 20-0 16-11 21-4 18-7 15-8
800S300-97 50 24 57-11 45-11 40-1 31-10 27-10 23-5 28-11 25-3 21-4 26-10 23-5 19-9 25-3 22-1 18-7 24-0 20-11 17-8 22-11 20-0 16-11 21-4 18-7 15-8
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
925S137-33 33 12 44-9 s 39-0 34-0 25-10 s 23-7 19-11 22-4 s 21-5 18-1 20-0 s 19-11 16-9 18-3 s 18-3 s 15-9 16-11 s 16-11 s 15-0 15-9 s 15-9 s 14-4 14-1 s 14-1 s 13-4
925S137-33 33 16 38-9 s 35-5 30-11 22-4 s 21-5 18-1 19-4 s 19-4 s 16-5 17-4 s 17-4 s 15-3 15-9 s 15-9 s 14-4 14-7 s 14-7 s 13-7 13-8 s 13-8 s 13-0 12-3 s 12-3 s 12-1
925S137-33 33 24 31-7 s 30-11 27-0 18-3 s 18-3 s 15-9 15-9 s 15-9 s 14-4 14-1 s 14-1 s 13-4 12-11 s 12-11 s 12-6 11-11 s 11-11 s 11-11 11-2 s 11-2 s 11-2 s 10-0 s 10-0 s 10-0 s
925S162-33 33 12 47-6 s 40-4 35-3 27-5 s 24-5 20-7 23-9 s 22-2 18-9 21-3 s 20-7 17-4 19-5 s 19-5 s 16-4 17-11 s 17-11 s 15-6 16-9 s 16-9 s 14-10 15-0 s 15-0 s 13-9
925S162-33 33 16 41-2 s 36-8 32-0 23-9 s 22-2 18-9 20-7 s 20-2 17-0 18-5 s 18-5 s 15-9 16-9 s 16-9 s 14-10 15-6 s 15-6 s 14-1 14-6 s 14-6 s 13-6 13-0 s 13-0 s 12-6
925S162-33 33 24 33-7 s 32-0 28-0 19-5 s 19-5 s 16-4 16-9 s 16-9 s 14-10 15-0 s 15-0 s 13-9 13-8 s 13-8 s 13-0 12-8 s 12-8 s 12-4 11-10 s 11-10 s 11-9 10-7 s 10-7 s 10-7 s
925S200-33 33 12 48-2 s 41-11 36-8 27-10 s 25-5 21-5 24-1 s 23-1 19-5 21-6 s 21-5 18-1 19-8 s 19-8 s 17-0 18-2 s 18-2 s 16-2 17-0 s 17-0 s 15-5 15-3 s 15-3 s 14-4
925S200-33 33 16 41-9 s 38-1 33-3 24-1 s 23-1 19-5 20-10 s 20-10 s 17-8 18-8 s 18-8 s 16-5 17-0 s 17-0 s 15-5 15-9 s 15-9 s 14-8 14-9 s 14-9 s 14-0 13-2 s 13-2 s 13-0
925S200-33 33 24 34-1 s 33-3 29-1 19-8 s 19-8 s 17-0 17-0 s 17-0 s 15-5 15-3 s 15-3 s 14-4 13-11 s 13-11 s 13-6 12-10 s 12-10 s 12-9 12-0 s 12-0 s 12-0 s 10-9 s 10-9 s 10-9 s
925S137-43 33 12 53-8 42-7 37-2 29-6 25-9 21-9 26-10 23-5 19-9 24-10 s 21-9 18-4 22-8 s 20-5 17-3 20-11 s 19-5 16-4 19-7 s 18-7 15-8 17-6 s 17-3 14-6
925S137-43 33 16 48-1 s 38-8 33-9 26-10 23-5 19-9 24-0 s 21-3 17-11 21-6 s 19-9 16-8 19-7 s 18-7 15-8 18-2 s 17-8 14-10 17-0 s 16-10 14-3 15-2 s 15-2 s 13-2
925S137-43 33 24 39-3 s 33-9 29-6 22-8 s 20-5 17-3 19-7 s 18-7 15-8 17-6 s 17-3 14-6 16-0 s 16-0 s 13-8 14-10 s 14-10 s 13-0 13-10 s 13-10 s 12-5 12-5 s 12-5 s 11-6
925S162-43 33 12 55-8 44-2 38-7 30-7 26-9 22-6 27-10 24-3 20-6 25-10 22-6 19-0 24-0 s 21-2 17-10 22-3 s 20-2 17-0 20-10 s 19-3 16-3 18-7 s 17-10 15-1
925S162-43 33 16 50-6 40-1 35-0 27-10 24-3 20-6 25-3 22-1 18-7 22-9 s 20-6 17-3 20-10 s 19-3 16-3 19-3 s 18-3 15-5 18-0 s 17-6 14-9 16-1 s 16-1 s 13-8
925S162-43 33 24 41-8 s 35-0 30-7 24-0 s 21-2 17-10 20-10 s 19-3 16-3 18-7 s 17-10 15-1 17-0 s 16-10 14-2 15-9 s 15-9 s 13-6 14-8 s 14-8 s 12-11 13-2 s 13-2 s 11-11
925S200-43 33 12 57-7 45-8 39-11 31-8 27-8 23-4 28-9 25-2 21-2 26-0 s 23-4 19-8 23-8 s 21-11 18-6 21-11 s 20-10 17-7 20-6 s 19-11 16-10 18-4 s 18-4 s 15-7
925S200-43 33 16 50-4 s 41-6 36-3 28-9 25-2 21-2 25-2 s 22-10 19-3 22-6 s 21-2 17-10 20-6 s 19-11 16-10 19-0 s 18-11 16-0 17-9 s 17-9 s 15-3 15-11 s 15-11 s 14-2
925S200-43 33 24 41-1 s 36-3 31-8 23-8 s 21-11 18-6 20-6 s 19-11 16-10 18-4 s 18-4 s 15-7 16-9 s 16-9 s 14-8 15-6 s 15-6 s 13-11 14-6 s 14-6 s 13-4 13-0 s 13-0 s 12-4
925S250-43 33 12 60-5 48-0 41-11 33-3 29-0 24-6 30-2 26-5 22-3 28-0 s 24-6 20-8 25-7 s 23-0 19-5 23-8 s 21-11 18-5 22-1 s 20-11 17-8 19-9 s 19-5 16-5
925S250-43 33 16 54-3 s 43-7 38-1 30-2 26-5 22-3 27-1 s 24-0 20-2 24-3 s 22-3 18-9 22-1 s 20-11 17-8 20-6 s 19-11 16-9 19-2 s 19-0 16-0 17-1 s 17-1 s 14-10
925S250-43 33 24 44-3 s 38-1 33-3 25-7 s 23-0 19-5 22-1 s 20-11 17-8 19-9 s 19-5 16-5 18-1 s 18-1 s 15-5 16-9 s 16-9 s 14-8 15-8 s 15-8 s 14-0 14-0 s 14-0 s 13-0
925S300-43 33 12 62-11 49-11 43-7 34-7 30-3 25-6 31-5 27-5 23-2 29-2 25-6 21-6 27-0 s 24-0 20-3 25-0 s 22-9 19-2 23-5 s 21-9 18-4 20-11 s 20-3 17-0
925S300-43 33 16 57-2 45-4 39-7 31-5 27-5 23-2 28-7 24-11 21-0 25-7 s 23-2 19-6 23-5 s 21-9 18-4 21-8 s 20-8 17-5 20-3 s 19-9 16-8 18-1 s 18-1 s 15-6
925S300-43 33 24 46-10 s 39-7 34-7 27-0 s 24-0 20-3 23-5 s 21-9 18-4 20-11 s 20-3 17-0 19-1 s 19-0 16-0 17-8 s 17-8 s 15-3 16-6 s 16-6 s 14-7 14-9 s 14-9 s 13-6
925S137-54 33 12 57-8 45-9 40-0 31-9 27-8 23-4 28-10 25-2 21-3 26-9 23-4 19-8 25-2 22-0 18-6 23-11 20-11 17-7 22-10 s 20-0 16-10 20-5 s 18-6 15-8
925S137-54 50 12 57-8 45-9 40-0 31-9 27-8 23-4 28-10 25-2 21-3 26-9 23-4 19-8 25-2 22-0 18-6 23-11 20-11 17-7 22-10 20-0 16-10 21-3 18-6 15-8
925S137-54 33 16 52-5 41-7 36-4 28-10 25-2 21-3 26-2 22-10 19-3 24-4 21-3 17-11 22-10 s 20-0 16-10 21-1 s 19-0 16-0 19-9 s 18-2 15-4 17-8 s 16-10 14-2
925S137-54 50 16 52-5 41-7 36-4 28-10 25-2 21-3 26-2 22-10 19-3 24-4 21-3 17-11 22-10 20-0 16-10 21-9 19-0 16-0 20-9 18-2 15-4 19-3 16-10 14-2
925S137-54 33 24 45-8 s 36-4 31-9 25-2 22-0 18-6 22-10 s 20-0 16-10 20-5 s 18-6 15-8 18-7 s 17-5 14-8 17-3 s 16-7 14-0 16-1 s 15-10 13-4 14-5 s 14-5 s 12-5
925S137-54 50 24 45-9 36-4 31-9 25-2 22-0 18-6 22-10 20-0 16-10 21-3 18-6 15-8 20-0 17-5 14-8 19-0 16-7 14-0 18-2 15-10 13-4 16-10 s 14-8 12-5
925S162-54 33 12 59-10 47-6 41-6 32-11 28-9 24-3 29-11 26-1 22-0 27-9 24-3 20-5 26-1 22-10 19-3 24-10 21-8 18-3 23-9 20-9 17-6 21-7 s 19-3 16-2
925S162-54 50 12 59-10 47-6 41-6 32-11 28-9 24-3 29-11 26-1 22-0 27-9 24-3 20-5 26-1 22-10 19-3 24-10 21-8 18-3 23-9 20-9 17-6 22-0 19-3 16-2
925S162-54 33 16 54-4 43-2 37-8 29-11 26-1 22-0 27-2 23-9 20-0 25-2 22-0 18-7 23-9 20-9 17-6 22-4 s 19-8 16-7 20-10 s 18-10 15-10 18-8 s 17-6 14-9
925S162-54 50 16 54-4 43-2 37-8 29-11 26-1 22-0 27-2 23-9 20-0 25-2 22-0 18-7 23-9 20-9 17-6 22-6 19-8 16-7 21-7 18-10 15-10 20-0 17-6 14-9
925S162-54 33 24 47-6 37-8 32-11 26-1 22-10 19-3 23-9 20-9 17-6 21-7 s 19-3 16-2 19-8 s 18-1 15-3 18-2 s 17-2 14-6 17-0 s 16-5 13-10 15-3 s 15-3 s 12-10
925S162-54 50 24 47-6 37-8 32-11 26-1 22-10 19-3 23-9 20-9 17-6 22-0 19-3 16-2 20-9 18-1 15-3 19-8 17-2 14-6 18-10 16-5 13-10 17-6 15-3 12-10
925S200-54 33 12 61-11 49-2 42-11 34-1 29-9 25-1 30-11 27-0 22-9 28-9 25-1 21-2 27-0 23-7 19-11 25-8 22-5 18-11 24-7 21-5 18-1 22-4 s 19-11 16-9
925S200-54 50 12 61-11 49-2 42-11 34-1 29-9 25-1 30-11 27-0 22-9 28-9 25-1 21-2 27-0 23-7 19-11 25-8 22-5 18-11 24-7 21-5 18-1 22-9 19-11 16-9
925S200-54 33 16 56-3 44-8 39-0 30-11 27-0 22-9 28-1 24-7 20-8 26-1 22-9 19-3 24-7 21-5 18-1 23-2 s 20-4 17-2 21-8 s 19-6 16-5 19-4 s 18-1 15-3
925S200-54 50 16 56-3 44-8 39-0 30-11 27-0 22-9 28-1 24-7 20-8 26-1 22-9 19-3 24-7 21-5 18-1 23-4 20-4 17-2 22-4 19-6 16-5 20-8 18-1 15-3
925S200-54 33 24 49-2 39-0 34-1 27-0 23-7 19-11 24-7 21-5 18-1 22-4 s 19-11 16-9 20-5 s 18-9 15-9 18-11 s 17-9 15-0 17-8 s 17-0 14-4 15-10 s 15-9 13-4
925S200-54 50 24 49-2 39-0 34-1 27-0 23-7 19-11 24-7 21-5 18-1 22-9 19-11 16-9 21-5 18-9 15-9 20-4 17-9 15-0 19-6 17-0 14-4 17-6 s 15-9 13-4
925S250-54 33 12 65-0 51-7 45-1 35-9 31-3 26-4 32-6 28-5 23-11 30-2 26-4 22-3 28-5 24-9 20-11 26-11 23-7 19-10 25-9 22-6 19-0 23-5 s 20-11 17-7
925S250-54 50 12 64-11 51-6 45-0 35-8 31-2 26-3 32-5 28-4 23-11 30-1 26-3 22-2 28-4 24-9 20-10 26-11 23-6 19-10 25-9 22-6 18-11 23-11 20-10 17-7
925S250-54 33 16 59-1 46-11 40-11 32-6 28-5 23-11 29-6 25-9 21-9 27-5 23-11 20-2 25-9 22-6 19-0 24-3 s 21-5 18-0 22-8 s 20-5 17-3 20-3 s 19-0 16-0
925S250-54 50 16 58-11 46-9 40-10 32-5 28-4 23-11 29-5 25-9 21-8 27-4 23-11 20-2 25-9 22-6 18-11 24-5 21-4 18-0 23-4 20-5 17-3 21-8 18-11 16-0
925S250-54 33 24 51-7 40-11 35-9 28-5 24-9 20-11 25-9 22-6 19-0 23-5 s 20-11 17-7 21-5 s 19-8 16-7 19-10 s 18-8 15-9 18-6 s 17-10 15-1 16-7 s 16-7 s 14-0
925S250-54 50 24 51-6 40-10 35-8 28-4 24-9 20-10 25-9 22-6 18-11 23-11 20-10 17-7 22-6 19-7 16-7 21-4 18-8 15-9 20-5 17-10 15-0 18-8 s 16-7 13-11
925S300-54 33 12 67-10 53-10 47-0 37-4 32-7 27-6 33-11 29-7 25-0 31-6 27-6 23-2 29-7 25-10 21-10 28-1 24-7 20-8 26-11 23-6 19-10 24-9 s 21-10 18-5
925S300-54 50 12 67-3 53-5 46-8 37-0 32-4 27-3 33-7 29-4 24-9 31-3 27-3 23-0 29-4 25-8 21-8 27-11 24-4 20-7 26-8 23-4 19-8 24-9 21-8 18-3
925S300-54 33 16 61-7 48-11 42-9 33-11 29-7 25-0 30-9 26-11 22-8 28-7 25-0 21-1 26-11 23-6 19-10 25-7 22-4 18-10 23-11 s 21-4 18-0 21-5 s 19-10 16-8
925S300-54 50 16 61-2 48-6 42-4 33-7 29-4 24-9 30-7 26-8 22-6 28-4 24-9 20-11 26-8 23-4 19-8 25-4 22-2 18-8 24-3 21-2 17-10 22-6 19-8 16-7
925S300-54 33 24 53-10 42-9 37-4 29-7 25-10 21-10 26-11 23-6 19-10 24-9 s 21-10 18-5 22-7 s 20-6 17-4 20-11 s 19-6 16-5 19-6 s 18-8 15-9 17-6 s 17-4 14-7
925S300-54 50 24 53-5 42-4 37-0 29-4 25-8 21-8 26-8 23-4 19-8 24-9 21-8 18-3 23-4 20-4 17-2 22-2 19-4 16-4 21-2 18-6 15-7 19-6 s 17-2 14-6
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
925S137-68 33 12 62-0 49-3 43-0 34-1 29-10 25-2 31-0 27-1 22-10 28-9 25-2 21-2 27-1 23-8 19-11 25-9 22-5 18-11 24-7 21-6 18-1 22-9 s 19-11 16-10
925S137-68 50 12 62-0 49-3 43-0 34-1 29-10 25-2 31-0 27-1 22-10 28-9 25-2 21-2 27-1 23-8 19-11 25-9 22-5 18-11 24-7 21-6 18-1 22-10 19-11 16-10
925S137-68 33 16 56-4 44-9 39-1 31-0 27-1 22-10 28-2 24-7 20-9 26-2 22-10 19-3 24-7 21-6 18-1 23-4 20-5 17-2 22-0 s 19-6 16-5 19-8 s 18-1 15-3
925S137-68 50 16 56-4 44-9 39-1 31-0 27-1 22-10 28-2 24-7 20-9 26-2 22-10 19-3 24-7 21-6 18-1 23-4 20-5 17-2 22-4 19-6 16-5 20-9 18-1 15-3
925S137-68 33 24 49-3 39-1 34-1 27-1 23-8 19-11 24-7 21-6 18-1 22-9 s 19-11 16-10 20-9 s 18-9 15-10 19-3 s 17-10 15-0 18-0 s 17-0 14-4 16-1 s 15-10 13-4
925S137-68 50 24 49-3 39-1 34-1 27-1 23-8 19-11 24-7 21-6 18-1 22-10 19-11 16-10 21-6 18-9 15-10 20-5 17-10 15-0 19-6 17-0 14-4 18-1 15-10 13-4
925S162-68 33 12 64-4 51-1 44-7 35-5 30-11 26-1 32-2 28-1 23-8 29-10 26-1 22-0 28-1 24-6 20-8 26-8 23-4 19-8 25-6 22-3 18-9 23-8 20-8 17-5
925S162-68 50 12 64-4 51-1 44-7 35-5 30-11 26-1 32-2 28-1 23-8 29-10 26-1 22-0 28-1 24-6 20-8 26-8 23-4 19-8 25-6 22-3 18-9 23-8 20-8 17-5
925S162-68 33 16 58-6 46-5 40-6 32-2 28-1 23-8 29-3 25-6 21-6 27-1 23-8 20-0 25-6 22-3 18-9 24-3 21-2 17-10 23-2 20-3 17-1 20-10 s 18-9 15-10
925S162-68 50 16 58-6 46-5 40-6 32-2 28-1 23-8 29-3 25-6 21-6 27-1 23-8 20-0 25-6 22-3 18-9 24-3 21-2 17-10 23-2 20-3 17-1 21-6 18-9 15-10
925S162-68 33 24 51-1 40-6 35-5 28-1 24-6 20-8 25-6 22-3 18-9 23-8 20-8 17-5 21-11 s 19-6 16-5 20-4 s 18-6 15-7 19-0 s 17-8 14-11 17-0 s 16-5 13-10
925S162-68 50 24 51-1 40-6 35-5 28-1 24-6 20-8 25-6 22-3 18-9 23-8 20-8 17-5 22-3 19-6 16-5 21-2 18-6 15-7 20-3 17-8 14-11 18-9 16-5 13-10
925S200-68 33 12 66-8 52-11 46-2 36-8 32-0 27-0 33-4 29-1 24-6 30-11 27-0 22-9 29-1 25-5 21-5 27-8 24-2 20-4 26-5 23-1 19-5 24-6 21-5 18-1
925S200-68 50 12 66-8 52-11 46-2 36-8 32-0 27-0 33-4 29-1 24-6 30-11 27-0 22-9 29-1 25-5 21-5 27-8 24-2 20-4 26-5 23-1 19-5 24-6 21-5 18-1
925S200-68 33 16 60-7 48-1 42-0 33-4 29-1 24-6 30-3 26-5 22-3 28-1 24-6 20-8 26-5 23-1 19-5 25-1 21-11 18-6 24-0 21-0 17-8 21-11 s 19-5 16-5
925S200-68 50 16 60-7 48-1 42-0 33-4 29-1 24-6 30-3 26-5 22-3 28-1 24-6 20-8 26-5 23-1 19-5 25-1 21-11 18-6 24-0 21-0 17-8 22-3 19-5 16-5
925S200-68 33 24 52-11 42-0 36-8 29-1 25-5 21-5 26-5 23-1 19-5 24-6 21-5 18-1 23-1 20-2 17-0 21-5 s 19-2 16-2 20-0 s 18-4 15-5 17-11 s 17-0 14-4
925S200-68 50 24 52-11 42-0 36-8 29-1 25-5 21-5 26-5 23-1 19-5 24-6 21-5 18-1 23-1 20-2 17-0 21-11 19-2 16-2 21-0 18-4 15-5 19-5 17-0 14-4
925S250-68 33 12 70-0 55-7 48-6 38-6 33-8 28-4 35-0 30-7 25-9 32-6 28-4 23-11 30-7 26-8 22-6 29-0 25-4 21-4 27-9 24-3 20-5 25-9 22-6 19-0
925S250-68 50 12 70-0 55-7 48-6 38-6 33-8 28-4 35-0 30-7 25-9 32-6 28-4 23-11 30-7 26-8 22-6 29-0 25-4 21-4 27-9 24-3 20-5 25-9 22-6 19-0
925S250-68 33 16 63-7 50-6 44-1 35-0 30-7 25-9 31-9 27-9 23-5 29-6 25-9 21-9 27-9 24-3 20-5 26-4 23-0 19-5 25-3 22-0 18-7 23-3 s 20-5 17-3
925S250-68 50 16 63-7 50-6 44-1 35-0 30-7 25-9 31-9 27-9 23-5 29-6 25-9 21-9 27-9 24-3 20-5 26-4 23-0 19-5 25-3 22-0 18-7 23-5 20-5 17-3
925S250-68 33 24 55-7 44-1 38-6 30-7 26-8 22-6 27-9 24-3 20-5 25-9 22-6 19-0 24-3 21-2 17-10 22-8 s 20-1 16-11 21-3 s 19-3 16-3 19-0 s 17-10 15-1
925S250-68 50 24 55-7 44-1 38-6 30-7 26-8 22-6 27-9 24-3 20-5 25-9 22-6 19-0 24-3 21-2 17-10 23-0 20-1 16-11 22-0 19-3 16-3 20-5 17-10 15-1
925S300-68 33 12 73-0 58-0 50-8 40-2 35-1 29-7 36-6 31-11 26-11 33-11 29-7 24-11 31-11 27-10 23-6 30-3 26-5 22-4 29-0 25-4 21-4 26-11 23-6 19-10
925S300-68 50 12 72-9 57-9 50-5 40-0 34-11 29-6 36-4 31-9 26-9 33-9 29-6 24-10 31-9 27-9 23-5 30-2 26-4 22-2 28-10 25-2 21-3 26-9 23-5 19-9
925S300-68 33 16 66-4 52-8 46-0 36-6 31-11 26-11 33-2 29-0 24-5 30-9 26-11 22-8 29-0 25-4 21-4 27-6 24-0 20-3 26-4 23-0 19-4 24-0 s 21-4 18-0
925S300-68 50 16 66-1 52-5 45-10 36-4 31-9 26-9 33-0 28-10 24-4 30-8 26-9 22-7 28-10 25-2 21-3 27-5 23-11 20-2 26-2 22-11 19-3 24-4 21-3 17-11
925S300-68 33 24 58-0 46-0 40-2 31-11 27-10 23-6 29-0 25-4 21-4 26-11 23-6 19-10 25-4 22-1 18-8 23-5 s 21-0 17-8 21-11 s 20-1 16-11 19-7 s 18-8 15-8
925S300-68 50 24 57-9 45-10 40-0 31-9 27-9 23-5 28-10 25-2 21-3 26-9 23-5 19-9 25-2 22-0 18-7 23-11 20-11 17-7 22-11 20-0 16-10 21-3 18-7 15-8
925S162-97 33 12 71-10 57-0 49-10 39-6 34-6 29-1 35-11 31-4 26-5 33-4 29-1 24-7 31-4 27-5 23-1 29-9 26-0 21-11 28-6 24-11 21-0 26-5 23-1 19-6
925S162-97 50 12 71-10 57-0 49-10 39-6 34-6 29-1 35-11 31-4 26-5 33-4 29-1 24-7 31-4 27-5 23-1 29-9 26-0 21-11 28-6 24-11 21-0 26-5 23-1 19-6
925S162-97 33 16 65-3 51-10 45-3 35-11 31-4 26-5 32-7 28-6 24-0 30-3 26-5 22-4 28-6 24-11 21-0 27-1 23-8 19-11 25-11 22-7 19-1 24-0 21-0 17-8
925S162-97 50 16 65-3 51-10 45-3 35-11 31-4 26-5 32-7 28-6 24-0 30-3 26-5 22-4 28-6 24-11 21-0 27-1 23-8 19-11 25-11 22-7 19-1 24-0 21-0 17-8
925S162-97 33 24 57-0 45-3 39-6 31-4 27-5 23-1 28-6 24-11 21-0 26-5 23-1 19-6 24-11 21-9 18-4 23-8 20-8 17-5 22-5 s 19-9 16-8 20-1 s 18-4 15-5
925S162-97 50 24 57-0 45-3 39-6 31-4 27-5 23-1 28-6 24-11 21-0 26-5 23-1 19-6 24-11 21-9 18-4 23-8 20-8 17-5 22-7 19-9 16-8 21-0 18-4 15-5
925S200-97 33 12 74-5 59-1 51-7 40-11 35-9 30-2 37-2 32-6 27-5 34-6 30-2 25-5 32-6 28-5 23-11 30-10 27-0 22-9 29-6 25-9 21-9 27-5 23-11 20-2
925S200-97 50 12 74-5 59-1 51-7 40-11 35-9 30-2 37-2 32-6 27-5 34-6 30-2 25-5 32-6 28-5 23-11 30-10 27-0 22-9 29-6 25-9 21-9 27-5 23-11 20-2
925S200-97 33 16 67-8 53-8 46-11 37-2 32-6 27-5 33-10 29-6 24-11 31-4 27-5 23-1 29-6 25-9 21-9 28-0 24-6 20-8 26-10 23-5 19-9 24-11 21-9 18-4
925S200-97 50 16 67-8 53-8 46-11 37-2 32-6 27-5 33-10 29-6 24-11 31-4 27-5 23-1 29-6 25-9 21-9 28-0 24-6 20-8 26-10 23-5 19-9 24-11 21-9 18-4
925S200-97 33 24 59-1 46-11 40-11 32-6 28-5 23-11 29-6 25-9 21-9 27-5 23-11 20-2 25-9 22-6 19-0 24-6 21-5 18-0 23-5 20-5 17-3 21-2 s 19-0 16-0
925S200-97 50 24 59-1 46-11 40-11 32-6 28-5 23-11 29-6 25-9 21-9 27-5 23-11 20-2 25-9 22-6 19-0 24-6 21-5 18-0 23-5 20-5 17-3 21-9 19-0 16-0
925S250-97 33 12 78-3 62-1 54-3 43-1 37-7 31-9 39-1 34-2 28-10 36-4 31-9 26-9 34-2 29-10 25-2 32-5 28-4 23-11 31-0 27-1 22-10 28-10 25-2 21-3
925S250-97 50 12 78-3 62-1 54-3 43-1 37-7 31-9 39-1 34-2 28-10 36-4 31-9 26-9 34-2 29-10 25-2 32-5 28-4 23-11 31-0 27-1 22-10 28-10 25-2 21-3
925S250-97 33 16 71-1 56-5 49-3 39-1 34-2 28-10 35-6 31-0 26-2 33-0 28-10 24-3 31-0 27-1 22-10 29-6 25-9 21-8 28-2 24-7 20-9 26-2 22-10 19-3
925S250-97 50 16 71-1 56-5 49-3 39-1 34-2 28-10 35-6 31-0 26-2 33-0 28-10 24-3 31-0 27-1 22-10 29-6 25-9 21-8 28-2 24-7 20-9 26-2 22-10 19-3
925S250-97 33 24 62-1 49-3 43-1 34-2 29-10 25-2 31-0 27-1 22-10 28-10 25-2 21-3 27-1 23-8 20-0 25-9 22-6 19-0 24-7 21-6 18-2 22-10 s 20-0 16-10
925S250-97 50 24 62-1 49-3 43-1 34-2 29-10 25-2 31-0 27-1 22-10 28-10 25-2 21-3 27-1 23-8 20-0 25-9 22-6 19-0 24-7 21-6 18-2 22-10 20-0 16-10
925S300-97 33 12 81-8 64-10 56-8 44-11 39-3 33-1 40-10 35-8 30-1 37-11 33-1 27-11 35-8 31-2 26-3 33-11 29-7 24-11 32-5 28-4 23-10 30-1 26-3 22-2
925S300-97 50 12 81-8 64-10 56-8 44-11 39-3 33-1 40-10 35-8 30-1 37-11 33-1 27-11 35-8 31-2 26-3 33-11 29-7 24-11 32-5 28-4 23-10 30-1 26-3 22-2
925S300-97 33 16 74-3 58-11 51-5 40-10 35-8 30-1 37-1 32-5 27-4 34-5 30-1 25-4 32-5 28-4 23-10 30-9 26-11 22-8 29-5 25-8 21-8 27-4 23-10 20-1
925S300-97 50 16 74-3 58-11 51-5 40-10 35-8 30-1 37-1 32-5 27-4 34-5 30-1 25-4 32-5 28-4 23-10 30-9 26-11 22-8 29-5 25-8 21-8 27-4 23-10 20-1
925S300-97 33 24 64-10 51-5 44-11 35-8 31-2 26-3 32-5 28-4 23-10 30-1 26-3 22-2 28-4 24-9 20-10 26-11 23-6 19-10 25-8 22-5 18-11 23-10 20-10 17-7
925S300-97 50 24 64-10 51-5 44-11 35-8 31-2 26-3 32-5 28-4 23-10 30-1 26-3 22-2 28-4 24-9 20-10 26-11 23-6 19-10 25-8 22-5 18-11 23-10 20-10 17-7
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
1000S137-33 33 12 46-5 s 41-2 35-11 26-9 s 24-11 21-0 23-2 s 22-7 19-1 20-9 s 20-9 s 17-8 18-11 s 18-11 s 16-8 17-6 s 17-6 s 15-10 16-5 s 16-5 s 15-2 14-8 s 14-8 s 14-0
1000S137-33 33 16 40-2 s 37-4 32-8 23-2 s 22-7 19-1 20-1 s 20-1 s 17-4 17-11 s 17-11 s 16-1 16-5 s 16-5 s 15-2 15-2 s 15-2 s 14-4 14-2 s 14-2 s 13-9 12-8 s 12-8 s 12-8 s
1000S137-33 33 24 32-10 s 32-8 28-6 18-11 s 18-11 s 16-8 16-5 s 16-5 s 15-2 14-8 s 14-8 s 14-0 13-4 s 13-4 s 13-3 12-4 s 12-4 s 12-4 s 11-7 s 11-7 s 11-7 s 10-4 s 10-4 s 10-4 s
1000S162-33 33 12 49-4 s 42-8 37-3 28-6 s 25-10 21-9 24-8 s 23-5 19-9 22-1 s 21-9 18-4 20-2 s 20-2 s 17-3 18-8 s 18-8 s 16-5 17-5 s 17-5 s 15-8 15-7 s 15-7 s 14-7
1000S162-33 33 16 42-9 s 38-9 33-10 24-8 s 23-5 19-9 21-4 s 21-4 17-11 19-1 s 19-1 s 16-8 17-5 s 17-5 s 15-8 16-2 s 16-2 s 14-11 15-1 s 15-1 s 14-3 13-6 s 13-6 s 13-3
1000S162-33 33 24 34-11 s 33-10 29-7 20-2 s 20-2 s 17-3 17-5 s 17-5 s 15-8 15-7 s 15-7 s 14-7 14-3 s 14-3 s 13-8 13-2 s 13-2 s 13-0 12-4 s 12-4 s 12-4 s 11-0 s 11-0 s 11-0 s
1000S200-33 33 12 50-1 s 44-4 38-9 28-11 s 26-10 22-8 25-0 s 24-5 20-7 22-4 s 22-4 s 19-1 20-5 s 20-5 s 18-0 18-11 s 18-11 s 17-1 17-8 s 17-8 s 16-4 15-10 s 15-10 s 15-2
1000S200-33 33 16 43-4 s 40-4 35-2 25-0 s 24-5 20-7 21-8 s 21-8 s 18-8 19-4 s 19-4 s 17-4 17-8 s 17-8 s 16-4 16-4 s 16-4 s 15-6 15-4 s 15-4 s 14-10 13-8 s 13-8 s 13-8 s
1000S200-33 33 24 35-5 s 35-2 30-9 20-5 s 20-5 s 18-0 17-8 s 17-8 s 16-4 15-10 s 15-10 s 15-2 14-5 s 14-5 s 14-3 13-4 s 13-4 s 13-4 s 12-6 s 12-6 s 12-6 s 11-2 s 11-2 s 11-2 s
1000S137-43 33 12 57-4 45-6 39-9 31-6 27-6 23-2 28-8 25-0 21-1 25-8 s 23-2 19-7 23-5 s 21-10 18-5 21-8 s 20-9 17-6 20-3 s 19-10 16-9 18-2 s 18-2 s 15-6
1000S137-43 33 16 49-9 s 41-4 36-1 28-8 25-0 21-1 24-10 s 22-9 19-2 22-2 s 21-1 17-9 20-3 s 19-10 16-9 18-9 s 18-9 s 15-11 17-7 s 17-7 s 15-2 15-8 s 15-8 s 14-1
1000S137-43 33 24 40-7 s 36-1 31-6 23-5 s 21-10 18-5 20-3 s 19-10 16-9 18-2 s 18-2 s 15-6 16-7 s 16-7 s 14-7 15-4 s 15-4 s 13-10 14-4 s 14-4 s 13-3 12-10 s 12-10 s 12-4
1000S162-43 33 12 59-4 47-1 41-1 32-8 28-6 24-0 29-8 25-11 21-10 27-3 s 24-0 20-3 24-10 s 22-7 19-1 23-0 s 21-6 18-1 21-6 s 20-6 17-4 19-3 s 19-1 16-1
1000S162-43 33 16 52-9 s 42-9 37-4 29-8 25-11 21-10 26-4 s 23-6 19-10 23-7 s 21-10 18-5 21-6 s 20-6 17-4 19-11 s 19-6 16-5 18-8 s 18-8 s 15-9 16-8 s 16-8 s 14-7
1000S162-43 33 24 43-1 s 37-4 32-8 24-10 s 22-7 19-1 21-6 s 20-6 17-4 19-3 s 19-1 16-1 17-7 s 17-7 s 15-1 16-3 s 16-3 s 14-4 15-3 s 15-3 s 13-9 13-7 s 13-7 s 12-9
1000S200-43 33 12 60-3 s 48-8 42-6 33-9 29-6 24-10 30-1 s 26-9 22-7 26-11 s 24-10 20-11 24-7 s 23-5 19-9 22-9 s 22-2 18-9 21-3 s 21-3 17-11 19-0 s 19-0 s 16-7
1000S200-43 33 16 52-2 s 44-3 38-8 30-1 s 26-9 22-7 26-1 s 24-4 20-6 23-4 s 22-7 19-0 21-3 s 21-3 17-11 19-8 s 19-8 s 17-0 18-5 s 18-5 s 16-3 16-6 s 16-6 s 15-1
1000S200-43 33 24 42-7 s 38-8 33-9 24-7 s 23-5 19-9 21-3 s 21-3 17-11 19-0 s 19-0 s 16-7 17-4 s 17-4 s 15-8 16-1 s 16-1 s 14-10 15-0 s 15-0 s 14-2 13-5 s 13-5 s 13-2
1000S250-43 33 12 64-4 51-0 44-7 35-4 30-11 26-1 32-2 28-1 23-8 29-0 s 26-1 22-0 26-6 s 24-6 20-8 24-6 s 23-3 19-8 22-11 s 22-3 18-9 20-6 s 20-6 s 17-5
1000S250-43 33 16 56-3 s 46-4 40-6 32-2 28-1 23-8 28-1 s 25-6 21-6 25-2 s 23-8 19-11 22-11 s 22-3 18-9 21-3 s 21-2 17-10 19-10 s 19-10 s 17-1 17-9 s 17-9 s 15-10
1000S250-43 33 24 45-11 s 40-6 35-4 26-6 s 24-6 20-8 22-11 s 22-3 18-9 20-6 s 20-6 s 17-5 18-9 s 18-9 s 16-5 17-4 s 17-4 s 15-7 16-3 s 16-3 s 14-11 14-6 s 14-6 s 13-10
1000S300-43 33 12 66-11 53-1 46-5 36-10 32-2 27-1 33-5 29-2 24-7 30-9 s 27-1 22-10 28-0 s 25-6 21-6 25-11 s 24-3 20-5 24-3 s 23-2 19-6 21-8 s 21-6 18-2
1000S300-43 33 16 59-6 s 48-3 42-2 33-5 29-2 24-7 29-9 s 26-6 22-4 26-7 s 24-7 20-9 24-3 s 23-2 19-6 22-6 s 22-0 18-7 21-0 s 21-0 s 17-9 18-10 s 18-10 s 16-6
1000S300-43 33 24 48-7 s 42-2 36-10 28-0 s 25-6 21-6 24-3 s 23-2 19-6 21-8 s 21-6 18-2 19-10 s 19-10 s 17-1 18-4 s 18-4 s 16-2 17-2 s 17-2 s 15-6 15-4 s 15-4 s 14-5
1000S137-54 33 12 61-7 48-11 42-8 33-11 29-7 24-11 30-9 26-11 22-8 28-7 24-11 21-0 26-11 23-6 19-10 25-6 22-4 18-10 24-3 s 21-4 18-0 21-8 s 19-10 16-8
1000S137-54 50 12 61-7 48-11 42-8 33-11 29-7 24-11 30-9 26-11 22-8 28-7 24-11 21-0 26-11 23-6 19-10 25-6 22-4 18-10 24-5 21-4 18-0 22-8 19-10 16-8
1000S137-54 33 16 56-0 44-5 38-10 30-9 26-11 22-8 28-0 24-5 20-7 25-11 22-8 19-1 24-3 s 21-4 18-0 22-5 s 20-3 17-1 21-0 s 19-5 16-4 18-9 s 18-0 15-2
1000S137-54 50 16 56-0 44-5 38-10 30-9 26-11 22-8 28-0 24-5 20-7 25-11 22-8 19-1 24-5 21-4 18-0 23-2 20-3 17-1 22-2 19-5 16-4 20-7 18-0 15-2
1000S137-54 33 24 48-6 s 38-10 33-11 26-11 23-6 19-10 24-3 s 21-4 18-0 21-8 s 19-10 16-8 19-9 s 18-8 15-8 18-4 s 17-8 14-11 17-1 s 16-11 14-3 15-4 s 15-4 s 13-3
1000S137-54 50 24 48-11 38-10 33-11 26-11 23-6 19-10 24-5 21-4 18-0 22-8 19-10 16-8 21-4 18-8 15-8 20-3 17-8 14-11 19-5 16-11 14-3 17-5 s 15-8 13-3
1000S162-54 33 12 63-10 50-8 44-3 35-1 30-8 25-10 31-11 27-10 23-6 29-7 25-10 21-10 27-10 24-4 20-6 26-5 23-1 19-6 25-4 22-1 18-8 22-10 s 20-6 17-3
1000S162-54 50 12 63-10 50-8 44-3 35-1 30-8 25-10 31-11 27-10 23-6 29-7 25-10 21-10 27-10 24-4 20-6 26-5 23-1 19-6 25-4 22-1 18-8 23-6 20-6 17-3
1000S162-54 33 16 58-0 46-0 40-2 31-11 27-10 23-6 29-0 25-4 21-4 26-11 23-6 19-10 25-4 22-1 18-8 23-8 s 21-0 17-8 22-1 s 20-1 16-11 19-9 s 18-8 15-8
1000S162-54 50 16 58-0 46-0 40-2 31-11 27-10 23-6 29-0 25-4 21-4 26-11 23-6 19-10 25-4 22-1 18-8 24-0 21-0 17-8 23-0 20-1 16-11 21-4 18-8 15-8
1000S162-54 33 24 50-8 40-2 35-1 27-10 24-4 20-6 25-4 22-1 18-8 22-10 s 20-6 17-3 20-10 s 19-4 16-3 19-3 s 18-4 15-5 18-0 s 17-6 14-9 16-2 s 16-2 s 13-9
1000S162-54 50 24 50-8 40-2 35-1 27-10 24-4 20-6 25-4 22-1 18-8 23-6 20-6 17-3 22-1 19-4 16-3 21-0 18-4 15-5 20-1 17-6 14-9 18-5 s 16-3 13-9
1000S200-54 33 12 66-0 52-4 45-9 36-4 31-8 26-9 33-0 28-10 24-3 30-7 26-9 22-6 28-10 25-2 21-2 27-4 23-11 20-2 26-2 22-10 19-3 23-7 s 21-2 17-11
1000S200-54 50 12 66-0 52-4 45-9 36-4 31-8 26-9 33-0 28-10 24-3 30-7 26-9 22-6 28-10 25-2 21-2 27-4 23-11 20-2 26-2 22-10 19-3 24-3 21-2 17-11
1000S200-54 33 16 59-11 47-7 41-7 33-0 28-10 24-3 29-11 26-2 22-1 27-10 24-3 20-6 26-2 22-10 19-3 24-5 s 21-8 18-4 22-10 s 20-9 17-6 20-5 s 19-3 16-3
1000S200-54 50 16 59-11 47-7 41-7 33-0 28-10 24-3 29-11 26-2 22-1 27-10 24-3 20-6 26-2 22-10 19-3 24-10 21-8 18-4 23-9 20-9 17-6 22-1 19-3 16-3
1000S200-54 33 24 52-4 41-7 36-4 28-10 25-2 21-2 26-2 22-10 19-3 23-7 s 21-2 17-11 21-7 s 19-11 16-10 19-11 s 18-11 16-0 18-8 s 18-2 15-3 16-8 s 16-8 s 14-2
1000S200-54 50 24 52-4 41-7 36-4 28-10 25-2 21-2 26-2 22-10 19-3 24-3 21-2 17-11 22-10 19-11 16-10 21-8 s 18-11 16-0 20-3 s 18-2 15-3 18-1 s 16-10 14-2
1000S250-54 33 12 69-2 54-11 48-0 38-1 33-3 28-0 34-7 30-2 25-6 32-1 28-0 23-8 30-2 26-5 22-3 28-8 25-1 21-1 27-4 s 24-0 20-2 24-5 s 22-3 18-9
1000S250-54 50 12 69-2 54-10 47-11 38-0 33-3 28-0 34-7 30-2 25-5 32-1 28-0 23-7 30-2 26-4 22-3 28-8 25-0 21-1 27-5 23-11 20-2 25-5 22-3 18-9
1000S250-54 33 16 62-10 49-11 43-7 34-7 30-2 25-6 31-5 27-5 23-2 29-2 25-6 21-6 27-4 s 24-0 20-2 25-4 s 22-9 19-2 23-8 s 21-9 18-4 21-2 s 20-2 17-0
1000S250-54 50 16 62-10 49-10 43-6 34-7 30-2 25-5 31-5 27-5 23-1 29-2 25-5 21-5 27-5 23-11 20-2 26-0 22-9 19-2 24-11 21-9 18-4 23-1 20-2 17-0
1000S250-54 33 24 54-8 s 43-7 38-1 30-2 26-5 22-3 27-4 s 24-0 20-2 24-5 s 22-3 18-9 22-4 s 20-11 17-8 20-8 s 19-11 16-9 19-4 s 19-0 16-0 17-3 s 17-3 s 14-10
1000S250-54 50 24 54-10 43-6 38-0 30-2 26-4 22-3 27-5 23-11 20-2 25-5 22-3 18-9 23-11 20-11 17-8 22-9 19-10 16-9 21-7 s 19-0 16-0 19-4 s 17-8 14-10
1000S300-54 33 12 72-1 57-3 50-0 39-8 34-8 29-3 36-0 31-6 26-6 33-5 29-3 24-8 31-6 27-6 23-2 29-11 26-1 22-0 28-7 25-0 21-1 25-8 s 23-2 19-6
1000S300-54 50 12 71-8 56-10 49-8 39-5 34-5 29-0 35-10 31-3 26-4 33-3 29-0 24-6 31-3 27-4 23-0 29-8 25-11 21-10 28-5 24-10 20-11 26-4 23-0 19-5
1000S300-54 33 16 65-6 52-0 45-5 36-0 31-6 26-6 32-9 28-7 24-1 30-5 26-6 22-4 28-7 25-0 21-1 26-7 s 23-9 20-0 24-10 s 22-8 19-1 22-3 s 21-1 17-9
1000S300-54 50 16 65-1 51-8 45-1 35-10 31-3 26-4 32-6 28-5 23-11 30-2 26-4 22-3 28-5 24-10 20-11 27-0 23-7 19-10 25-10 22-6 19-0 23-11 20-11 17-8
1000S300-54 33 24 57-3 45-5 39-8 31-6 27-6 23-2 28-7 25-0 21-1 25-8 s 23-2 19-6 23-5 s 21-10 18-5 21-8 s 20-9 17-6 20-4 s 19-10 16-8 18-2 s 18-2 s 15-6
1000S300-54 50 24 56-10 45-1 39-5 31-3 27-4 23-0 28-5 24-10 20-11 26-4 23-0 19-5 24-10 21-8 18-3 23-7 20-7 17-4 22-6 19-8 16-7 20-3 s 18-3 15-5
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
1000S137-68 33 12 66-3 52-7 45-11 36-5 31-10 26-10 33-1 28-11 24-5 30-9 26-10 22-8 28-11 25-3 21-4 27-6 24-0 20-3 26-3 22-11 19-4 24-2 s 21-4 17-11
1000S137-68 50 12 66-3 52-7 45-11 36-5 31-10 26-10 33-1 28-11 24-5 30-9 26-10 22-8 28-11 25-3 21-4 27-6 24-0 20-3 26-3 22-11 19-4 24-5 21-4 17-11
1000S137-68 33 16 60-2 47-9 41-9 33-1 28-11 24-5 30-1 26-3 22-2 27-11 24-5 20-7 26-3 22-11 19-4 24-11 21-10 18-4 23-5 s 20-10 17-7 20-11 s 19-4 16-4
1000S137-68 50 16 60-2 47-9 41-9 33-1 28-11 24-5 30-1 26-3 22-2 27-11 24-5 20-7 26-3 22-11 19-4 24-11 21-10 18-4 23-10 20-10 17-7 22-2 19-4 16-4
1000S137-68 33 24 52-7 41-9 36-5 28-11 25-3 21-4 26-3 22-11 19-4 24-2 s 21-4 17-11 22-1 s 20-0 16-11 20-5 s 19-0 16-1 19-1 s 18-2 15-4 17-1 s 16-11 14-3
1000S137-68 50 24 52-7 41-9 36-5 28-11 25-3 21-4 26-3 22-11 19-4 24-5 21-4 17-11 22-11 20-0 16-11 21-10 19-0 16-1 20-10 18-2 15-4 19-4 16-11 14-3
1000S162-68 33 12 68-8 54-6 47-7 37-9 33-0 27-10 34-4 30-0 25-3 31-10 27-10 23-5 30-0 26-2 22-1 28-6 24-10 21-0 27-3 23-9 20-1 25-3 22-1 18-7
1000S162-68 50 12 68-8 54-6 47-7 37-9 33-0 27-10 34-4 30-0 25-3 31-10 27-10 23-5 30-0 26-2 22-1 28-6 24-10 21-0 27-3 23-9 20-1 25-3 22-1 18-7
1000S162-68 33 16 62-5 49-6 43-3 34-4 30-0 25-3 31-2 27-3 22-11 28-11 25-3 21-4 27-3 23-9 20-1 25-10 22-7 19-0 24-8 s 21-7 18-3 22-1 s 20-1 16-11
1000S162-68 50 16 62-5 49-6 43-3 34-4 30-0 25-3 31-2 27-3 22-11 28-11 25-3 21-4 27-3 23-9 20-1 25-10 22-7 19-0 24-9 21-7 18-3 22-11 20-1 16-11
1000S162-68 33 24 54-6 43-3 37-9 30-0 26-2 22-1 27-3 23-9 20-1 25-3 22-1 18-7 23-3 s 20-9 17-6 21-6 s 19-9 16-8 20-2 s 18-10 15-11 18-0 s 17-6 14-9
1000S162-68 50 24 54-6 43-3 37-9 30-0 26-2 22-1 27-3 23-9 20-1 25-3 22-1 18-7 23-9 20-9 17-6 22-7 19-9 16-8 21-7 18-10 15-11 20-1 17-6 14-9
1000S200-68 33 12 71-0 56-4 49-3 39-1 34-1 28-9 35-6 31-0 26-2 32-11 28-9 24-3 31-0 27-1 22-10 29-5 25-9 21-8 28-2 24-7 20-9 26-2 22-10 19-3
1000S200-68 50 12 71-0 56-4 49-3 39-1 34-1 28-9 35-6 31-0 26-2 32-11 28-9 24-3 31-0 27-1 22-10 29-5 25-9 21-8 28-2 24-7 20-9 26-2 22-10 19-3
1000S200-68 33 16 64-6 51-2 44-9 35-6 31-0 26-2 32-3 28-2 23-9 29-11 26-2 22-0 28-2 24-7 20-9 26-9 23-4 19-8 25-7 22-4 18-10 23-2 s 20-9 17-6
1000S200-68 50 16 64-6 51-2 44-9 35-6 31-0 26-2 32-3 28-2 23-9 29-11 26-2 22-0 28-2 24-7 20-9 26-9 23-4 19-8 25-7 22-4 18-10 23-9 20-9 17-6
1000S200-68 33 24 56-4 44-9 39-1 31-0 27-1 22-10 28-2 24-7 20-9 26-2 22-10 19-3 24-5 s 21-6 18-1 22-7 s 20-5 17-2 21-2 s 19-6 16-5 18-11 s 18-1 15-3
1000S200-68 50 24 56-4 44-9 39-1 31-0 27-1 22-10 28-2 24-7 20-9 26-2 22-10 19-3 24-7 21-6 18-1 23-4 20-5 17-2 22-4 19-6 16-5 20-9 18-1 15-3
1000S250-68 33 12 74-6 59-1 51-8 41-0 35-10 30-2 37-3 32-6 27-5 34-7 30-2 25-5 32-6 28-5 23-11 30-11 27-0 22-9 29-6 25-10 21-9 27-5 23-11 20-2
1000S250-68 50 12 74-6 59-1 51-8 41-0 35-10 30-2 37-3 32-6 27-5 34-7 30-2 25-5 32-6 28-5 23-11 30-11 27-0 22-9 29-6 25-10 21-9 27-5 23-11 20-2
1000S250-68 33 16 67-8 53-9 46-11 37-3 32-6 27-5 33-10 29-6 24-11 31-5 27-5 23-1 29-6 25-10 21-9 28-1 24-6 20-8 26-10 23-5 19-9 24-7 s 21-9 18-4
1000S250-68 50 16 67-8 53-9 46-11 37-3 32-6 27-5 33-10 29-6 24-11 31-5 27-5 23-1 29-6 25-10 21-9 28-1 24-6 20-8 26-10 23-5 19-9 24-11 21-9 18-4
1000S250-68 33 24 59-1 46-11 41-0 32-6 28-5 23-11 29-6 25-10 21-9 27-5 23-11 20-2 25-10 22-6 19-0 24-0 s 21-5 18-1 22-5 s 20-6 17-3 20-1 s 19-0 16-0
1000S250-68 50 24 59-1 46-11 41-0 32-6 28-5 23-11 29-6 25-10 21-9 27-5 23-11 20-2 25-10 22-6 19-0 24-6 21-5 18-1 23-5 20-6 17-3 21-9 19-0 16-0
1000S300-68 33 12 77-8 61-7 53-10 42-9 37-4 31-6 38-10 33-11 28-7 36-0 31-6 26-6 33-11 29-7 25-0 32-2 28-1 23-8 30-9 26-11 22-8 28-7 25-0 21-1
1000S300-68 50 12 77-5 61-5 53-8 42-7 37-2 31-4 38-8 33-9 28-6 35-11 31-4 26-5 33-9 29-6 24-11 32-1 28-0 23-8 30-8 26-10 22-7 28-6 24-11 21-0
1000S300-68 33 16 70-7 56-0 48-11 38-10 33-11 28-7 35-3 30-9 26-0 32-9 28-7 24-1 30-9 26-11 22-8 29-3 25-7 21-6 28-0 24-5 20-7 25-4 s 22-8 19-1
1000S300-68 50 16 70-4 55-10 48-9 38-8 33-9 28-6 35-2 30-8 25-11 32-7 28-6 24-0 30-8 26-10 22-7 29-2 25-6 21-6 27-11 24-4 20-6 25-11 22-7 19-1
1000S300-68 33 24 61-7 48-11 42-9 33-11 29-7 25-0 30-9 26-11 22-8 28-7 25-0 21-1 26-9 s 23-6 19-10 24-9 s 22-4 18-10 23-2 s 21-4 18-0 20-8 s 19-10 16-8
1000S300-68 50 24 61-5 48-9 42-7 33-9 29-6 24-11 30-8 26-10 22-7 28-6 24-11 21-0 26-10 23-5 19-9 25-6 22-3 18-9 24-4 21-3 17-11 22-7 19-9 16-8
1000S162-97 33 12 76-8 60-10 53-2 42-2 36-10 31-1 38-4 33-6 28-3 35-7 31-1 26-2 33-6 29-3 24-8 31-10 27-9 23-5 30-5 26-7 22-5 28-3 24-8 20-9
1000S162-97 50 12 76-8 60-10 53-2 42-2 36-10 31-1 38-4 33-6 28-3 35-7 31-1 26-2 33-6 29-3 24-8 31-10 27-9 23-5 30-5 26-7 22-5 28-3 24-8 20-9
1000S162-97 33 16 69-8 55-3 48-4 38-4 33-6 28-3 34-10 30-5 25-8 32-4 28-3 23-10 30-5 26-7 22-5 28-11 25-3 21-3 27-7 24-2 20-4 25-8 22-5 18-11
1000S162-97 50 16 69-8 55-3 48-4 38-4 33-6 28-3 34-10 30-5 25-8 32-4 28-3 23-10 30-5 26-7 22-5 28-11 25-3 21-3 27-7 24-2 20-4 25-8 22-5 18-11
1000S162-97 33 24 60-10 48-4 42-2 33-6 29-3 24-8 30-5 26-7 22-5 28-3 24-8 20-9 26-7 23-2 19-7 25-3 22-0 18-7 23-9 s 21-1 17-9 21-3 s 19-7 16-6
1000S162-97 50 24 60-10 48-4 42-2 33-6 29-3 24-8 30-5 26-7 22-5 28-3 24-8 20-9 26-7 23-2 19-7 25-3 22-0 18-7 24-2 21-1 17-9 22-5 19-7 16-6
1000S200-97 33 12 79-4 63-0 55-0 43-8 38-2 32-2 39-8 34-8 29-3 36-10 32-2 27-1 34-8 30-3 25-6 32-11 28-9 24-3 31-6 27-6 23-2 29-3 25-6 21-6
1000S200-97 50 12 79-4 63-0 55-0 43-8 38-2 32-2 39-8 34-8 29-3 36-10 32-2 27-1 34-8 30-3 25-6 32-11 28-9 24-3 31-6 27-6 23-2 29-3 25-6 21-6
1000S200-97 33 16 72-1 57-3 50-0 39-8 34-8 29-3 36-0 31-6 26-6 33-5 29-3 24-8 31-6 27-6 23-2 29-11 26-1 22-0 28-7 25-0 21-1 26-6 23-2 19-6
1000S200-97 50 16 72-1 57-3 50-0 39-8 34-8 29-3 36-0 31-6 26-6 33-5 29-3 24-8 31-6 27-6 23-2 29-11 26-1 22-0 28-7 25-0 21-1 26-6 23-2 19-6
1000S200-97 33 24 63-0 50-0 43-8 34-8 30-3 25-6 31-6 27-6 23-2 29-3 25-6 21-6 27-6 24-0 20-3 26-1 22-10 19-3 25-0 21-10 18-5 22-5 s 20-3 17-1
1000S200-97 50 24 63-0 50-0 43-8 34-8 30-3 25-6 31-6 27-6 23-2 29-3 25-6 21-6 27-6 24-0 20-3 26-1 22-10 19-3 25-0 21-10 18-5 23-2 20-3 17-1
1000S250-97 33 12 83-4 66-1 57-9 45-10 40-0 33-9 41-8 36-4 30-8 38-8 33-9 28-6 36-4 31-9 26-9 34-7 30-2 25-5 33-0 28-10 24-4 30-8 26-9 22-7
1000S250-97 50 12 83-4 66-1 57-9 45-10 40-0 33-9 41-8 36-4 30-8 38-8 33-9 28-6 36-4 31-9 26-9 34-7 30-2 25-5 33-0 28-10 24-4 30-8 26-9 22-7
1000S250-97 33 16 75-8 60-1 52-6 41-8 36-4 30-8 37-10 33-0 27-10 35-1 30-8 25-10 33-0 28-10 24-4 31-5 27-5 23-1 30-0 26-3 22-1 27-10 24-4 20-6
1000S250-97 50 16 75-8 60-1 52-6 41-8 36-4 30-8 37-10 33-0 27-10 35-1 30-8 25-10 33-0 28-10 24-4 31-5 27-5 23-1 30-0 26-3 22-1 27-10 24-4 20-6
1000S250-97 33 24 66-1 52-6 45-10 36-4 31-9 26-9 33-0 28-10 24-4 30-8 26-9 22-7 28-10 25-2 21-3 27-5 23-11 20-2 26-3 22-11 19-4 24-1 s 21-3 17-11
1000S250-97 50 24 66-1 52-6 45-10 36-4 31-9 26-9 33-0 28-10 24-4 30-8 26-9 22-7 28-10 25-2 21-3 27-5 23-11 20-2 26-3 22-11 19-4 24-4 21-3 17-11
1000S300-97 33 12 86-11 68-11 60-3 47-10 41-9 35-2 43-5 37-11 32-0 40-4 35-2 29-8 37-11 33-2 27-11 36-0 31-6 26-6 34-5 30-1 25-5 32-0 27-11 23-7
1000S300-97 50 12 86-11 68-11 60-3 47-10 41-9 35-2 43-5 37-11 32-0 40-4 35-2 29-8 37-11 33-2 27-11 36-0 31-6 26-6 34-5 30-1 25-5 32-0 27-11 23-7
1000S300-97 33 16 78-11 62-8 54-9 43-5 37-11 32-0 39-5 34-5 29-1 36-7 32-0 27-0 34-5 30-1 25-5 32-9 28-7 24-1 31-4 27-4 23-1 29-1 25-5 21-5
1000S300-97 50 16 78-11 62-8 54-9 43-5 37-11 32-0 39-5 34-5 29-1 36-7 32-0 27-0 34-5 30-1 25-5 32-9 28-7 24-1 31-4 27-4 23-1 29-1 25-5 21-5
1000S300-97 33 24 68-11 54-9 47-10 37-11 33-2 27-11 34-5 30-1 25-5 32-0 27-11 23-7 30-1 26-3 22-2 28-7 25-0 21-1 27-4 23-11 20-2 25-5 22-2 18-8
1000S300-97 50 24 68-11 54-9 47-10 37-11 33-2 27-11 34-5 30-1 25-5 32-0 27-11 23-7 30-1 26-3 22-2 28-7 25-0 21-1 27-4 23-11 20-2 25-5 22-2 18-8
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
1125S137-33 33 12 49-2 s 44-8 39-1 28-4 s 27-1 22-10 24-7 s 24-7 s 20-9 21-11 s 21-11 s 19-3 20-0 s 20-0 s 18-1 18-7 s 18-7 s 17-2 17-4 s 17-4 s 16-5 15-6 s 15-6 s 15-3
1125S137-33 33 16 42-6 s 40-7 35-6 24-7 s 24-7 s 20-9 21-3 s 21-3 s 18-10 19-0 s 19-0 s 17-6 17-4 s 17-4 s 16-5 16-1 s 16-1 s 15-7 15-0 s 15-0 s 14-11 13-5 s 13-5 s 13-5 s
1125S137-33 33 24 34-9 s 34-9 s 31-0 20-0 s 20-0 s 18-1 17-4 s 17-4 s 16-5 15-6 s 15-6 s 15-3 14-2 s 14-2 s 14-2 s 13-1 s 13-1 s 13-1 s 12-3 s 12-3 s 12-3 s 10-11 s 10-11 s 10-11 s
1125S162-33 33 12 52-3 s 46-4 40-6 30-2 s 28-1 23-8 26-1 s 25-6 21-6 23-4 s 23-4 s 19-11 21-4 s 21-4 s 18-9 19-9 s 19-9 s 17-10 18-5 s 18-5 s 17-1 16-6 s 16-6 s 15-10
1125S162-33 33 16 45-3 s 42-1 36-9 26-1 s 25-6 21-6 22-7 s 22-7 s 19-6 20-3 s 20-3 s 18-1 18-5 s 18-5 s 17-1 17-1 s 17-1 s 16-2 16-0 s 16-0 s 15-6 14-3 s 14-3 s 14-3 s
1125S162-33 33 24 36-11 s 36-9 32-2 21-4 s 21-4 s 18-9 18-5 s 18-5 s 17-1 16-6 s 16-6 s 15-10 15-1 s 15-1 s 14-11 13-11 s 13-11 s 13-11 s 13-0 s 13-0 s 13-0 s 11-8 s 11-8 s 11-8 s
1125S200-33 33 12 53-0 s 48-2 42-1 30-7 s 29-2 24-7 26-6 s 26-6 s 22-4 23-8 s 23-8 s 20-9 21-8 s 21-8 s 19-6 20-0 s 20-0 s 18-6 18-9 s 18-9 s 17-9 16-9 s 16-9 s 16-5
1125S200-33 33 16 45-11 s 43-9 38-3 26-6 s 26-6 s 22-4 22-11 s 22-11 s 20-4 20-6 s 20-6 s 18-10 18-9 s 18-9 s 17-9 17-4 s 17-4 s 16-10 16-3 s 16-3 s 16-1 14-6 s 14-6 s 14-6 s
1125S200-33 33 24 37-6 s 37-6 s 33-5 21-8 s 21-8 s 19-6 18-9 s 18-9 s 17-9 16-9 s 16-9 s 16-5 15-3 s 15-3 s 15-3 s 14-2 s 14-2 s 14-2 s 13-3 s 13-3 s 13-3 s 11-10 s 11-10 s 11-10 s
1125S137-43 33 12 60-6 s 50-3 43-11 34-10 30-5 25-8 30-3 s 27-8 23-4 27-1 s 25-8 21-8 24-8 s 24-2 20-4 22-10 s 22-10 s 19-4 21-4 s 21-4 s 18-6 19-1 s 19-1 s 17-2
1125S137-43 33 16 52-5 s 45-8 39-11 30-3 s 27-8 23-4 26-2 s 25-1 21-2 23-5 s 23-4 19-8 21-4 s 21-4 s 18-6 19-9 s 19-9 s 17-7 18-6 s 18-6 s 16-10 16-7 s 16-7 s 15-7
1125S137-43 33 24 42-9 s 39-11 34-10 24-8 s 24-2 20-4 21-4 s 21-4 s 18-6 19-1 s 19-1 s 17-2 17-5 s 17-5 s 16-2 16-2 s 16-2 s 15-4 15-1 s 15-1 s 14-8 13-6 s 13-6 s 13-6 s
1125S162-43 33 12 64-4 s 51-11 45-4 36-0 31-5 26-6 32-2 s 28-7 24-1 28-9 s 26-6 22-4 26-3 s 24-11 21-0 24-3 s 23-8 20-0 22-9 s 22-8 19-1 20-4 s 20-4 s 17-9
1125S162-43 33 16 55-9 s 47-2 41-3 32-2 s 28-7 24-1 27-10 s 25-11 21-11 24-11 s 24-1 20-4 22-9 s 22-8 19-1 21-0 s 21-0 s 18-2 19-8 s 19-8 s 17-4 17-7 s 17-7 s 16-1
1125S162-43 33 24 45-6 s 41-3 36-0 26-3 s 24-11 21-0 22-9 s 22-8 19-1 20-4 s 20-4 s 17-9 18-7 s 18-7 s 16-8 17-2 s 17-2 s 15-10 16-1 s 16-1 s 15-2 14-4 s 14-4 s 14-1
1125S200-43 33 12 63-8 s 53-7 46-10 36-9 s 32-5 27-4 31-10 s 29-6 24-10 28-5 s 27-4 23-1 25-11 s 25-9 21-9 24-0 s 24-0 s 20-7 22-6 s 22-6 s 19-9 20-1 s 20-1 s 18-4
1125S200-43 33 16 55-1 s 48-8 42-6 31-10 s 29-6 24-10 27-6 s 26-9 22-7 24-7 s 24-7 s 21-0 22-6 s 22-6 s 19-9 20-10 s 20-10 s 18-9 19-5 s 19-5 s 17-11 17-5 s 17-5 s 16-8
1125S200-43 33 24 45-0 s 42-6 37-2 25-11 s 25-9 21-9 22-6 s 22-6 s 19-9 20-1 s 20-1 s 18-4 18-4 s 18-4 s 17-3 17-0 s 17-0 s 16-4 15-11 s 15-11 s 15-8 14-2 s 14-2 s 14-2 s
1125S250-43 33 12 68-9 s 56-1 49-0 38-10 33-11 28-8 34-4 s 30-10 26-0 30-9 s 28-8 24-2 28-0 s 26-11 22-9 25-11 s 25-7 21-7 24-3 s 24-3 s 20-8 21-8 s 21-8 s 19-2
1125S250-43 33 16 59-6 s 50-11 44-6 34-4 s 30-10 26-0 29-9 s 28-0 23-8 26-7 s 26-0 21-11 24-3 s 24-3 s 20-8 22-6 s 22-6 s 19-7 21-0 s 21-0 s 18-9 18-9 s 18-9 s 17-5
1125S250-43 33 24 48-7 s 44-6 38-10 28-0 s 26-11 22-9 24-3 s 24-3 s 20-8 21-8 s 21-8 s 19-2 19-10 s 19-10 s 18-0 18-4 s 18-4 s 17-1 17-2 s 17-2 s 16-4 15-4 s 15-4 s 15-2
1125S300-43 33 12 72-9 s 58-4 50-11 40-5 35-4 29-9 36-4 s 32-1 27-1 32-6 s 29-9 25-1 29-8 s 28-0 23-8 27-6 s 26-7 22-5 25-8 s 25-5 21-6 23-0 s 23-0 s 19-11
1125S300-43 33 16 63-0 s 53-0 46-3 36-4 s 32-1 27-1 31-6 s 29-2 24-7 28-2 s 27-1 22-10 25-8 s 25-5 21-6 23-10 s 23-10 s 20-5 22-3 s 22-3 s 19-6 19-11 s 19-11 s 18-1
1125S300-43 33 24 51-5 s 46-3 40-5 29-8 s 28-0 23-8 25-8 s 25-5 21-6 23-0 s 23-0 s 19-11 21-0 s 21-0 s 18-9 19-5 s 19-5 s 17-10 18-2 s 18-2 s 17-0 16-3 s 16-3 s 15-10
1125S137-54 33 12 68-1 54-1 47-3 37-6 32-9 27-7 34-0 29-9 25-1 31-7 27-7 23-3 29-5 s 26-0 21-11 27-3 s 24-8 20-10 25-6 s 23-7 19-11 22-10 s 21-11 18-5
1125S137-54 50 12 68-1 54-1 47-3 37-6 32-9 27-7 34-0 29-9 25-1 31-7 27-7 23-3 29-9 26-0 21-11 28-3 24-8 20-10 27-0 23-7 19-11 25-1 21-11 18-5
1125S137-54 33 16 61-11 49-1 42-11 34-0 29-9 25-1 30-11 27-0 22-9 27-11 s 25-1 21-2 25-6 s 23-7 19-11 23-7 s 22-5 18-11 22-1 s 21-5 18-1 19-9 s 19-9 s 16-9
1125S137-54 50 16 61-11 49-1 42-11 34-0 29-9 25-1 30-11 27-0 22-9 28-8 25-1 21-2 27-0 23-7 19-11 25-8 22-5 18-11 24-6 21-5 18-1 22-6 s 19-11 16-9
1125S137-54 33 24 51-1 s 42-11 37-6 29-5 s 26-0 21-11 25-6 s 23-7 19-11 22-10 s 21-11 18-5 20-10 s 20-7 17-4 19-3 s 19-3 s 16-6 18-0 s 18-0 s 15-9 16-1 s 16-1 s 14-8
1125S137-54 50 24 54-1 42-11 37-6 29-9 26-0 21-11 27-0 23-7 19-11 25-1 21-11 18-5 23-7 20-7 17-4 21-11 s 19-7 16-6 20-6 s 18-9 15-9 18-4 s 17-4 14-8
1125S162-54 33 12 70-5 55-11 48-10 38-9 33-10 28-6 35-2 30-9 25-11 32-8 28-6 24-1 30-9 26-10 22-8 28-9 s 25-6 21-6 26-11 s 24-5 20-7 24-1 s 22-8 19-1
1125S162-54 50 12 70-5 55-11 48-10 38-9 33-10 28-6 35-2 30-9 25-11 32-8 28-6 24-1 30-9 26-10 22-8 29-2 25-6 21-6 27-11 24-5 20-7 25-11 22-8 19-1
1125S162-54 33 16 64-0 50-9 44-4 35-2 30-9 25-11 32-0 27-11 23-6 29-6 s 25-11 21-10 26-11 s 24-5 20-7 24-11 s 23-2 19-6 23-4 s 22-2 18-8 20-10 s 20-7 17-4
1125S162-54 50 16 64-0 50-9 44-4 35-2 30-9 25-11 32-0 27-11 23-6 29-8 25-11 21-10 27-11 24-5 20-7 26-6 23-2 19-6 25-4 22-2 18-8 23-6 20-7 17-4
1125S162-54 33 24 53-11 s 44-4 38-9 30-9 26-10 22-8 26-11 s 24-5 20-7 24-1 s 22-8 19-1 22-0 s 21-4 17-11 20-4 s 20-3 17-1 19-0 s 19-0 s 16-4 17-0 s 17-0 s 15-2
1125S162-54 50 24 55-11 44-4 38-9 30-9 26-10 22-8 27-11 24-5 20-7 25-11 22-8 19-1 24-5 21-4 17-11 23-2 20-3 17-1 21-9 s 19-4 16-4 19-6 s 17-11 15-2
1125S200-54 33 12 72-8 57-8 50-5 40-0 34-11 29-5 36-4 31-9 26-9 33-9 29-5 24-10 31-9 27-8 23-4 29-8 s 26-4 22-2 27-9 s 25-2 21-3 24-10 s 23-4 19-8
1125S200-54 50 12 72-8 57-8 50-5 40-0 34-11 29-5 36-4 31-9 26-9 33-9 29-5 24-10 31-9 27-8 23-4 30-2 26-4 22-2 28-10 25-2 21-3 26-9 23-4 19-8
1125S200-54 33 16 66-0 52-5 45-9 36-4 31-9 26-9 33-0 28-10 24-4 30-5 s 26-9 22-7 27-9 s 25-2 21-3 25-8 s 23-11 20-2 24-0 s 22-10 19-3 21-6 s 21-3 17-11
1125S200-54 50 16 66-0 52-5 45-9 36-4 31-9 26-9 33-0 28-10 24-4 30-8 26-9 22-7 28-10 25-2 21-3 27-4 23-11 20-2 26-2 22-10 19-3 23-6 s 21-3 17-11
1125S200-54 33 24 55-6 s 45-9 40-0 31-9 27-8 23-4 27-9 s 25-2 21-3 24-10 s 23-4 19-8 22-8 s 22-0 18-6 20-11 s 20-11 17-7 19-7 s 19-7 s 16-10 17-6 s 17-6 s 15-8
1125S200-54 50 24 57-8 45-9 40-0 31-9 27-8 23-4 28-10 25-2 21-3 26-9 23-4 19-8 24-9 s 22-0 18-6 22-11 s 20-11 17-7 21-5 s 20-0 16-10 19-2 s 18-6 15-8
1125S250-54 33 12 76-1 60-4 52-9 41-10 36-6 30-10 38-0 33-2 28-0 35-3 30-10 26-0 33-2 29-0 24-5 30-9 s 27-6 23-3 28-10 s 26-4 22-2 25-9 s 24-5 20-7
1125S250-54 50 12 76-1 60-4 52-9 41-10 36-6 30-10 38-0 33-2 28-0 35-3 30-10 26-0 33-2 29-0 24-5 31-6 27-6 23-3 30-2 26-4 22-2 28-0 24-5 20-7
1125S250-54 33 16 69-1 54-10 47-11 38-0 33-2 28-0 34-6 30-2 25-5 31-7 s 28-0 23-7 28-10 s 26-4 22-2 26-8 s 25-0 21-1 24-11 s 23-11 20-2 22-4 s 22-2 18-9
1125S250-54 50 16 69-1 54-10 47-11 38-0 33-2 28-0 34-6 30-2 25-5 32-1 28-0 23-7 30-2 26-4 22-2 28-8 25-0 21-1 27-5 23-11 20-2 25-1 s 22-2 18-9
1125S250-54 33 24 57-8 s 47-11 41-10 33-2 29-0 24-5 28-10 s 26-4 22-2 25-9 s 24-5 20-7 23-6 s 23-0 19-5 21-9 s 21-9 s 18-5 20-4 s 20-4 s 17-7 18-2 s 18-2 s 16-4
1125S250-54 50 24 60-4 47-11 41-10 33-2 29-0 24-5 30-2 26-4 22-2 28-0 24-5 20-7 26-4 23-0 19-5 24-5 s 21-10 18-5 22-10 s 20-11 17-7 20-5 s 19-5 16-4
1125S300-54 33 12 79-1 62-10 54-10 43-6 38-0 32-1 39-6 34-6 29-1 36-8 32-1 27-0 34-6 30-2 25-5 32-5 s 28-8 24-2 30-4 s 27-5 23-1 27-1 s 25-5 21-5
1125S300-54 50 12 78-8 62-5 54-7 43-3 37-10 31-11 39-4 34-4 29-0 36-6 31-11 26-11 34-4 30-0 25-4 32-7 28-6 24-0 31-2 27-3 23-0 29-0 25-4 21-4
1125S300-54 33 16 71-11 57-1 49-10 39-6 34-6 29-1 35-11 31-5 26-5 33-3 s 29-1 24-7 30-4 s 27-5 23-1 28-1 s 26-0 21-11 26-3 s 24-11 21-0 23-6 s 23-1 19-6
1125S300-54 50 16 71-6 56-9 49-7 39-4 34-4 29-0 35-9 31-2 26-4 33-2 29-0 24-5 31-2 27-3 23-0 29-8 25-11 21-10 28-4 24-9 20-10 26-4 23-0 19-4
1125S300-54 33 24 60-8 s 49-10 43-6 34-6 30-2 25-5 30-4 s 27-5 23-1 27-1 s 25-5 21-5 24-9 s 23-11 20-2 22-11 s 22-9 19-2 21-5 s 21-5 s 18-4 19-2 s 19-2 s 17-0
1125S300-54 50 24 62-5 49-7 43-3 34-4 30-0 25-4 31-2 27-3 23-0 29-0 25-4 21-4 27-3 23-10 20-1 25-8 s 22-7 19-1 24-0 s 21-7 18-3 21-6 s 20-1 16-11
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
1125S137-68 33 12 73-3 58-2 50-10 40-4 35-2 29-8 36-7 32-0 27-0 34-0 29-8 25-0 32-0 27-11 23-7 30-5 26-6 22-4 29-1 25-5 21-5 26-6 s 23-7 19-10
1125S137-68 50 12 73-3 58-2 50-10 40-4 35-2 29-8 36-7 32-0 27-0 34-0 29-8 25-0 32-0 27-11 23-7 30-5 26-6 22-4 29-1 25-5 21-5 27-0 23-7 19-10
1125S137-68 33 16 66-7 52-10 46-2 36-7 32-0 27-0 33-3 29-1 24-6 30-11 27-0 22-9 29-1 25-5 21-5 27-5 s 24-1 20-4 25-8 s 23-1 19-5 22-11 s 21-5 18-0
1125S137-68 50 16 66-7 52-10 46-2 36-7 32-0 27-0 33-3 29-1 24-6 30-11 27-0 22-9 29-1 25-5 21-5 27-7 24-1 20-4 26-5 23-1 19-5 24-6 21-5 18-0
1125S137-68 33 24 58-2 46-2 40-4 32-0 27-11 23-7 29-1 25-5 21-5 26-6 s 23-7 19-10 24-2 s 22-2 18-8 22-5 s 21-1 17-9 20-11 s 20-2 17-0 18-9 s 18-8 15-9
1125S137-68 50 24 58-2 46-2 40-4 32-0 27-11 23-7 29-1 25-5 21-5 27-0 23-7 19-10 25-5 22-2 18-8 24-1 21-1 17-9 23-1 20-2 17-0 21-5 18-8 15-9
1125S162-68 33 12 75-9 60-2 52-6 41-8 36-5 30-8 37-10 33-1 27-11 35-2 30-8 25-11 33-1 28-11 24-4 31-5 27-5 23-2 30-1 26-3 22-2 27-10 s 24-4 20-6
1125S162-68 50 12 75-9 60-2 52-6 41-8 36-5 30-8 37-10 33-1 27-11 35-2 30-8 25-11 33-1 28-11 24-4 31-5 27-5 23-2 30-1 26-3 22-2 27-11 24-4 20-6
1125S162-68 33 16 68-10 54-8 47-9 37-10 33-1 27-11 34-5 30-1 25-4 31-11 27-11 23-6 30-1 26-3 22-2 28-7 24-11 21-0 27-0 s 23-10 20-1 24-1 s 22-2 18-8
1125S162-68 50 16 68-10 54-8 47-9 37-10 33-1 27-11 34-5 30-1 25-4 31-11 27-11 23-6 30-1 26-3 22-2 28-7 24-11 21-0 27-4 23-10 20-1 25-4 22-2 18-8
1125S162-68 33 24 60-2 47-9 41-8 33-1 28-11 24-4 30-1 26-3 22-2 27-10 s 24-4 20-6 25-5 s 22-11 19-4 23-7 s 21-9 18-4 22-0 s 20-10 17-7 19-8 s 19-4 16-4
1125S162-68 50 24 60-2 47-9 41-8 33-1 28-11 24-4 30-1 26-3 22-2 27-11 24-4 20-6 26-3 22-11 19-4 24-11 21-9 18-4 23-10 20-10 17-7 22-2 19-4 16-4
1125S200-68 33 12 78-3 62-1 54-3 43-0 37-7 31-8 39-1 34-2 28-10 36-4 31-8 26-9 34-2 29-10 25-2 32-5 28-4 23-11 31-0 27-1 22-10 28-10 25-2 21-2
1125S200-68 50 12 78-3 62-1 54-3 43-0 37-7 31-8 39-1 34-2 28-10 36-4 31-8 26-9 34-2 29-10 25-2 32-5 28-4 23-11 31-0 27-1 22-10 28-10 25-2 21-2
1125S200-68 33 16 71-1 56-5 49-3 39-1 34-2 28-10 35-6 31-0 26-2 33-0 28-10 24-3 31-0 27-1 22-10 29-6 25-9 21-8 28-2 24-7 20-9 25-3 s 22-10 19-3
1125S200-68 50 16 71-1 56-5 49-3 39-1 34-2 28-10 35-6 31-0 26-2 33-0 28-10 24-3 31-0 27-1 22-10 29-6 25-9 21-8 28-2 24-7 20-9 26-2 22-10 19-3
1125S200-68 33 24 62-1 49-3 43-0 34-2 29-10 25-2 31-0 27-1 22-10 28-10 25-2 21-2 26-8 s 23-8 19-11 24-8 s 22-6 18-11 23-1 s 21-6 18-2 20-8 s 19-11 16-10
1125S200-68 50 24 62-1 49-3 43-0 34-2 29-10 25-2 31-0 27-1 22-10 28-10 25-2 21-2 27-1 23-8 19-11 25-9 22-6 18-11 24-7 21-6 18-2 22-10 19-11 16-10
1125S250-68 33 12 81-11 65-0 56-9 45-1 39-4 33-2 40-11 35-9 30-2 38-0 33-2 28-0 35-9 31-3 26-4 33-11 29-8 25-0 32-6 28-4 23-11 30-2 26-4 22-2
1125S250-68 50 12 81-11 65-0 56-9 45-1 39-4 33-2 40-11 35-9 30-2 38-0 33-2 28-0 35-9 31-3 26-4 33-11 29-8 25-0 32-6 28-4 23-11 30-2 26-4 22-2
1125S250-68 33 16 74-5 59-1 51-7 40-11 35-9 30-2 37-2 32-6 27-5 34-6 30-2 25-5 32-6 28-4 23-11 30-10 26-11 22-9 29-6 25-9 21-9 26-8 s 23-11 20-2
1125S250-68 50 16 74-5 59-1 51-7 40-11 35-9 30-2 37-2 32-6 27-5 34-6 30-2 25-5 32-6 28-4 23-11 30-10 26-11 22-9 29-6 25-9 21-9 27-5 23-11 20-2
1125S250-68 33 24 65-0 51-7 45-1 35-9 31-3 26-4 32-6 28-4 23-11 30-2 26-4 22-2 28-2 s 24-9 20-11 26-1 s 23-6 19-10 24-4 s 22-6 19-0 21-10 s 20-11 17-7
1125S250-68 50 24 65-0 51-7 45-1 35-9 31-3 26-4 32-6 28-4 23-11 30-2 26-4 22-2 28-4 24-9 20-11 26-11 23-6 19-10 25-9 22-6 19-0 23-11 20-11 17-7
1125S300-68 33 12 85-3 67-8 59-1 46-11 40-11 34-6 42-7 37-2 31-4 39-6 34-6 29-1 37-2 32-6 27-5 35-4 30-10 26-0 33-10 29-6 24-11 31-4 27-5 23-1
1125S300-68 50 12 85-1 67-7 59-0 46-10 40-11 34-6 42-6 37-2 31-4 39-6 34-6 29-1 37-2 32-5 27-4 35-4 30-10 26-0 33-9 29-6 24-10 31-4 27-4 23-1
1125S300-68 33 16 77-5 61-5 53-8 42-7 37-2 31-4 38-8 33-10 28-6 35-11 31-4 26-5 33-10 29-6 24-11 32-1 28-0 23-8 30-8 26-10 22-7 27-7 s 24-11 21-0
1125S300-68 50 16 77-4 61-4 53-7 42-6 37-2 31-4 38-8 33-9 28-6 35-10 31-4 26-5 33-9 29-6 24-10 32-1 28-0 23-7 30-8 26-9 22-7 28-6 24-10 21-0
1125S300-68 33 24 67-8 53-8 46-11 37-2 32-6 27-5 33-10 29-6 24-11 31-4 27-5 23-1 29-1 s 25-9 21-9 26-11 s 24-6 20-8 25-2 s 23-5 19-9 22-6 s 21-9 18-4
1125S300-68 50 24 67-7 53-7 46-10 37-2 32-5 27-4 33-9 29-6 24-10 31-4 27-4 23-1 29-6 25-9 21-9 28-0 24-6 20-7 26-9 23-5 19-9 24-10 21-9 18-4
1125S162-97 33 12 84-8 67-2 58-8 46-7 40-8 34-4 42-4 37-0 31-2 39-3 34-4 28-11 37-0 32-3 27-3 35-1 30-8 25-10 33-7 29-4 24-9 31-2 27-3 22-11
1125S162-97 50 12 84-8 67-2 58-8 46-7 40-8 34-4 42-4 37-0 31-2 39-3 34-4 28-11 37-0 32-3 27-3 35-1 30-8 25-10 33-7 29-4 24-9 31-2 27-3 22-11
1125S162-97 33 16 76-11 61-1 53-4 42-4 37-0 31-2 38-5 33-7 28-4 35-8 31-2 26-3 33-7 29-4 24-9 31-11 27-10 23-6 30-6 26-8 22-6 28-4 24-9 20-10
1125S162-97 50 16 76-11 61-1 53-4 42-4 37-0 31-2 38-5 33-7 28-4 35-8 31-2 26-3 33-7 29-4 24-9 31-11 27-10 23-6 30-6 26-8 22-6 28-4 24-9 20-10
1125S162-97 33 24 67-2 53-4 46-7 37-0 32-3 27-3 33-7 29-4 24-9 31-2 27-3 22-11 29-4 25-7 21-7 27-10 s 24-4 20-6 26-0 s 23-3 19-7 23-3 s 21-7 18-3
1125S162-97 50 24 67-2 53-4 46-7 37-0 32-3 27-3 33-7 29-4 24-9 31-2 27-3 22-11 29-4 25-7 21-7 27-10 24-4 20-6 26-8 23-3 19-7 24-9 21-7 18-3
1125S200-97 33 12 87-6 69-5 60-8 48-1 42-0 35-5 43-9 38-2 32-2 40-7 35-5 29-11 38-2 33-4 28-1 36-3 31-8 26-9 34-8 30-4 25-7 32-2 28-1 23-9
1125S200-97 50 12 87-6 69-5 60-8 48-1 42-0 35-5 43-9 38-2 32-2 40-7 35-5 29-11 38-2 33-4 28-1 36-3 31-8 26-9 34-8 30-4 25-7 32-2 28-1 23-9
1125S200-97 33 16 79-6 63-1 55-1 43-9 38-2 32-2 39-9 34-8 29-3 36-10 32-2 27-2 34-8 30-4 25-7 32-11 28-9 24-3 31-6 27-6 23-3 29-3 25-7 21-7
1125S200-97 50 16 79-6 63-1 55-1 43-9 38-2 32-2 39-9 34-8 29-3 36-10 32-2 27-2 34-8 30-4 25-7 32-11 28-9 24-3 31-6 27-6 23-3 29-3 25-7 21-7
1125S200-97 33 24 69-5 55-1 48-1 38-2 33-4 28-1 34-8 30-4 25-7 32-2 28-1 23-9 30-4 26-6 22-4 28-9 25-2 21-2 27-4 s 24-0 20-3 24-5 s 22-4 18-10
1125S200-97 50 24 69-5 55-1 48-1 38-2 33-4 28-1 34-8 30-4 25-7 32-2 28-1 23-9 30-4 26-6 22-4 28-9 25-2 21-2 27-6 24-0 20-3 25-7 22-4 18-10
1125S250-97 33 12 91-8 72-9 63-6 50-5 44-0 37-2 45-10 40-0 33-9 42-6 37-2 31-4 40-0 34-11 29-6 38-0 33-2 28-0 36-4 31-9 26-9 33-9 29-6 24-10
1125S250-97 50 12 91-8 72-9 63-6 50-5 44-0 37-2 45-10 40-0 33-9 42-6 37-2 31-4 40-0 34-11 29-6 38-0 33-2 28-0 36-4 31-9 26-9 33-9 29-6 24-10
1125S250-97 33 16 83-3 66-1 57-8 45-10 40-0 33-9 41-7 36-4 30-8 38-7 33-9 28-5 36-4 31-9 26-9 34-6 30-2 25-5 33-0 28-10 24-4 30-8 26-9 22-7
1125S250-97 50 16 83-3 66-1 57-8 45-10 40-0 33-9 41-7 36-4 30-8 38-7 33-9 28-5 36-4 31-9 26-9 34-6 30-2 25-5 33-0 28-10 24-4 30-8 26-9 22-7
1125S250-97 33 24 72-9 57-8 50-5 40-0 34-11 29-6 36-4 31-9 26-9 33-9 29-6 24-10 31-9 27-9 23-4 30-2 26-4 22-2 28-10 25-2 21-3 26-2 s 23-4 19-8
1125S250-97 50 24 72-9 57-8 50-5 40-0 34-11 29-6 36-4 31-9 26-9 33-9 29-6 24-10 31-9 27-9 23-4 30-2 26-4 22-2 28-10 25-2 21-3 26-9 23-4 19-8
1125S300-97 33 12 95-5 75-9 66-2 52-6 45-10 38-8 47-8 41-8 35-1 44-3 38-8 32-7 41-8 36-5 30-8 39-7 34-7 29-2 37-10 33-1 27-10 35-1 30-8 25-10
1125S300-97 50 12 95-5 75-9 66-2 52-6 45-10 38-8 47-8 41-8 35-1 44-3 38-8 32-7 41-8 36-5 30-8 39-7 34-7 29-2 37-10 33-1 27-10 35-1 30-8 25-10
1125S300-97 33 16 86-8 68-9 60-1 47-8 41-8 35-1 43-4 37-10 31-11 40-2 35-1 29-7 37-10 33-1 27-10 35-11 31-5 26-6 34-4 30-0 25-4 31-11 27-10 23-6
1125S300-97 50 16 86-8 68-9 60-1 47-8 41-8 35-1 43-4 37-10 31-11 40-2 35-1 29-7 37-10 33-1 27-10 35-11 31-5 26-6 34-4 30-0 25-4 31-11 27-10 23-6
1125S300-97 33 24 75-9 60-1 52-6 41-8 36-5 30-8 37-10 33-1 27-10 35-1 30-8 25-10 33-1 28-10 24-4 31-5 27-5 23-1 30-0 26-3 22-1 27-8 s 24-4 20-6
1125S300-97 50 24 75-9 60-1 52-6 41-8 36-5 30-8 37-10 33-1 27-10 35-1 30-8 25-10 33-1 28-10 24-4 31-5 27-5 23-1 30-0 26-3 22-1 27-10 24-4 20-6
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
1200S137-33 33 12 50-8 s 46-10 40-11 29-3 s 28-4 23-11 25-4 s 25-4 s 21-8 22-8 s 22-8 s 20-2 20-8 s 20-8 s 19-0 19-2 s 19-2 s 18-0 17-11 s 17-11 s 17-3 16-0 s 16-0 s 16-0
1200S137-33 33 16 43-11 s 42-6 37-2 25-4 s 25-4 s 21-8 21-11 s 21-11 s 19-9 19-7 s 19-7 s 18-4 17-11 s 17-11 s 17-3 16-7 s 16-7 s 16-4 15-6 s 15-6 s 15-6 s 13-10 s 13-10 s 13-10 s
1200S137-33 33 24 35-10 s 35-10 s 32-5 20-8 s 20-8 s 19-0 17-11 s 17-11 s 17-3 16-0 s 16-0 s 16-0 14-7 s 14-7 s 14-7 s 13-6 s 13-6 s 13-6 s 12-8 s 12-8 s 12-8 s 11-4 s 11-4 s 11-4 s
1200S162-33 33 12 54-0 s 48-7 42-5 31-2 s 29-5 24-9 27-0 s 26-8 22-6 24-1 s 24-1 s 20-11 22-0 s 22-0 s 19-8 20-4 s 20-4 s 18-8 19-1 s 19-1 s 17-10 17-0 s 17-0 s 16-7
1200S162-33 33 16 46-9 s 44-1 38-6 27-0 s 26-8 22-6 23-4 s 23-4 s 20-5 20-10 s 20-10 s 19-0 19-1 s 19-1 s 17-10 17-8 s 17-8 s 17-0 16-6 s 16-6 s 16-3 14-9 s 14-9 s 14-9 s
1200S162-33 33 24 38-2 s 38-2 s 33-8 22-0 s 22-0 s 19-8 19-1 s 19-1 s 17-10 17-0 s 17-0 s 16-7 15-7 s 15-7 s 15-7 s 14-5 s 14-5 s 14-5 s 13-6 s 13-6 s 13-6 s 12-0 s 12-0 s 12-0 s
1200S200-33 33 12 54-9 s 50-6 44-1 31-7 s 30-7 25-9 27-4 s 27-4 s 23-5 24-6 s 24-6 s 21-9 22-4 s 22-4 s 20-5 20-8 s 20-8 s 19-5 19-4 s 19-4 s 18-7 17-3 s 17-3 s 17-3
1200S200-33 33 16 47-5 s 45-10 40-1 27-4 s 27-4 s 23-5 23-8 s 23-8 s 21-3 21-2 s 21-2 s 19-9 19-4 s 19-4 s 18-7 17-11 s 17-11 s 17-8 16-9 s 16-9 s 16-9 s 15-0 s 15-0 s 15-0 s
1200S200-33 33 24 38-8 s 38-8 s 35-0 22-4 s 22-4 s 20-5 19-4 s 19-4 s 18-7 17-3 s 17-3 s 17-3 15-9 s 15-9 s 15-9 s 14-7 s 14-7 s 14-7 s 13-8 s 13-8 s 13-8 s 12-3 s 12-3 s 12-3 s
1200S137-43 33 12 62-4 s 52-10 46-2 36-0 s 32-0 27-0 31-2 s 29-1 24-6 27-10 s 27-0 22-9 25-5 s 25-4 21-5 23-7 s 23-7 s 20-4 22-0 s 22-0 s 19-5 19-8 s 19-8 s 18-0
1200S137-43 33 16 54-0 s 48-0 41-11 31-2 s 29-1 24-6 27-0 s 26-5 22-3 24-2 s 24-2 s 20-8 22-0 s 22-0 s 19-5 20-5 s 20-5 s 18-5 19-1 s 19-1 s 17-8 17-1 s 17-1 s 16-5
1200S137-43 33 24 44-1 s 41-11 36-7 25-5 s 25-4 21-5 22-0 s 22-0 s 19-5 19-8 s 19-8 s 18-0 18-0 s 18-0 s 17-0 16-8 s 16-8 s 16-1 15-7 s 15-7 s 15-5 13-11 s 13-11 s 13-11 s
1200S162-43 33 12 66-4 s 54-5 47-7 37-9 33-0 27-10 33-2 s 29-11 25-3 29-8 s 27-10 23-5 27-1 s 26-2 22-1 25-0 s 24-10 20-11 23-5 s 23-5 s 20-0 20-11 s 20-11 s 18-7
1200S162-43 33 16 57-5 s 49-6 43-2 33-2 s 29-11 25-3 28-8 s 27-2 22-11 25-8 s 25-3 21-3 23-5 s 23-5 s 20-0 21-8 s 21-8 s 19-0 20-3 s 20-3 s 18-2 18-2 s 18-2 s 16-11
1200S162-43 33 24 46-10 s 43-2 37-9 27-1 s 26-2 22-1 23-5 s 23-5 s 20-0 20-11 s 20-11 s 18-7 19-1 s 19-1 s 17-6 17-8 s 17-8 s 16-7 16-7 s 16-7 s 15-11 14-10 s 14-10 s 14-9
1200S200-43 33 12 65-7 s 56-6 49-5 37-10 s 34-3 28-10 32-9 s 31-1 26-3 29-4 s 28-10 24-4 26-9 s 26-9 s 22-11 24-9 s 24-9 s 21-9 23-2 s 23-2 s 20-10 20-9 s 20-9 s 19-4
1200S200-43 33 16 56-10 s 51-4 44-10 32-9 s 31-1 26-3 28-5 s 28-3 23-10 25-5 s 25-5 s 22-1 23-2 s 23-2 s 20-10 21-5 s 21-5 s 19-9 20-1 s 20-1 s 18-11 17-11 s 17-11 s 17-6
1200S200-43 33 24 46-5 s 44-10 39-2 26-9 s 26-9 s 22-11 23-2 s 23-2 s 20-10 20-9 s 20-9 s 19-4 18-11 s 18-11 s 18-2 17-6 s 17-6 s 17-3 16-4 s 16-4 s 16-4 s 14-8 s 14-8 s 14-8 s
1200S250-43 33 12 70-11 s 59-1 51-7 40-11 s 35-9 30-2 35-5 s 32-6 27-5 31-8 s 30-2 25-5 28-11 s 28-5 23-11 26-9 s 26-9 s 22-9 25-0 s 25-0 s 21-9 22-5 s 22-5 s 20-2
1200S250-43 33 16 61-5 s 53-8 46-11 35-5 s 32-6 27-5 30-8 s 29-6 24-11 27-5 s 27-5 23-1 25-0 s 25-0 s 21-9 23-2 s 23-2 s 20-8 21-8 s 21-8 s 19-9 19-5 s 19-5 s 18-4
1200S250-43 33 24 50-1 s 46-11 40-11 28-11 s 28-5 23-11 25-0 s 25-0 s 21-9 22-5 s 22-5 s 20-2 20-5 s 20-5 s 19-0 18-11 s 18-11 s 18-0 17-8 s 17-8 s 17-3 15-10 s 15-10 s 15-10 s
1200S300-43 33 12 75-1 s 61-5 53-8 42-7 37-2 31-4 37-6 s 33-9 28-6 33-7 s 31-4 26-5 30-8 s 29-6 24-10 28-4 s 28-0 23-7 26-6 s 26-6 s 22-7 23-9 s 23-9 s 21-0
1200S300-43 33 16 65-1 s 55-9 48-9 37-6 s 33-9 28-6 32-6 s 30-8 25-10 29-1 s 28-6 24-0 26-6 s 26-6 s 22-7 24-7 s 24-7 s 21-6 23-0 s 23-0 s 20-6 20-6 s 20-6 s 19-1
1200S300-43 33 24 53-1 s 48-9 42-7 30-8 s 29-6 24-10 26-6 s 26-6 s 22-7 23-9 s 23-9 s 21-0 21-8 s 21-8 s 19-9 20-1 s 20-1 s 18-9 18-9 s 18-9 s 17-11 16-9 s 16-9 s 16-8
1200S137-54 33 12 72-0 57-2 49-11 39-7 34-7 29-2 36-0 31-5 26-6 33-2 s 29-2 24-7 30-3 s 27-5 23-2 28-0 s 26-1 22-0 26-2 s 24-11 21-0 23-5 s 23-2 19-6
1200S137-54 50 12 72-0 57-2 49-11 39-7 34-7 29-2 36-0 31-5 26-6 33-5 29-2 24-7 31-5 27-5 23-2 29-10 26-1 22-0 28-7 24-11 21-0 26-6 23-2 19-6
1200S137-54 33 16 64-3 s 51-11 45-4 36-0 31-5 26-6 32-1 s 28-7 24-1 28-8 s 26-6 22-4 26-2 s 24-11 21-0 24-3 s 23-8 20-0 22-8 s 22-8 19-1 20-3 s 20-3 s 17-9
1200S137-54 50 16 65-5 51-11 45-4 36-0 31-5 26-6 32-8 28-7 24-1 30-4 26-6 22-4 28-7 24-11 21-0 27-1 23-8 20-0 25-11 s 22-8 19-1 23-2 s 21-0 17-9
1200S137-54 33 24 52-5 s 45-4 39-7 30-3 s 27-5 23-2 26-2 s 24-11 21-0 23-5 s 23-2 19-6 21-5 s 21-5 s 18-4 19-9 s 19-9 s 17-5 18-6 s 18-6 s 16-8 16-7 s 16-7 s 15-6
1200S137-54 50 24 57-2 45-4 39-7 31-5 27-5 23-2 28-7 24-11 21-0 26-6 23-2 19-6 24-5 s 21-9 18-4 22-7 s 20-8 17-5 21-2 s 19-9 16-8 18-11 s 18-4 15-6
1200S162-54 33 12 74-4 59-0 51-6 40-11 35-9 30-1 37-2 32-5 27-4 34-6 30-1 25-5 32-0 s 28-4 23-11 29-7 s 26-11 22-8 27-8 s 25-9 21-9 24-9 s 23-11 20-2
1200S162-54 50 12 74-4 59-0 51-6 40-11 35-9 30-1 37-2 32-5 27-4 34-6 30-1 25-5 32-5 28-4 23-11 30-10 26-11 22-8 29-6 25-9 21-9 27-4 23-11 20-2
1200S162-54 33 16 67-7 53-7 46-10 37-2 32-5 27-4 33-9 29-6 24-10 30-4 s 27-4 23-1 27-8 s 25-9 21-9 25-7 s 24-5 20-7 24-0 s 23-5 19-9 21-5 s 21-5 s 18-4
1200S162-54 50 16 67-7 53-7 46-10 37-2 32-5 27-4 33-9 29-6 24-10 31-4 27-4 23-1 29-6 25-9 21-9 28-0 24-5 20-7 26-9 23-5 19-9 24-7 s 21-9 18-4
1200S162-54 33 24 55-5 s 46-10 40-11 32-0 s 28-4 23-11 27-8 s 25-9 21-9 24-9 s 23-11 20-2 22-7 s 22-6 19-0 20-11 s 20-11 s 18-0 19-7 s 19-7 s 17-3 17-6 s 17-6 s 16-0
1200S162-54 50 24 59-0 46-10 40-11 32-5 28-4 23-11 29-6 25-9 21-9 27-4 23-11 20-2 25-9 22-6 19-0 24-0 s 21-4 18-0 22-5 s 20-5 17-3 20-1 s 19-0 16-0
1200S200-54 33 12 76-8 60-10 53-2 42-2 36-10 31-1 38-4 33-6 28-3 35-7 31-1 26-2 32-11 s 29-3 24-8 30-6 s 27-9 23-5 28-6 s 26-7 22-5 25-6 s 24-8 20-9
1200S200-54 50 12 76-8 60-10 53-2 42-2 36-10 31-1 38-4 33-6 28-3 35-7 31-1 26-2 33-6 29-3 24-8 31-9 27-9 23-5 30-5 26-7 22-5 28-0 s 24-8 20-9
1200S200-54 33 16 69-8 55-3 48-3 38-4 33-6 28-3 34-10 30-5 25-8 31-3 s 28-3 23-10 28-6 s 26-7 22-5 26-5 s 25-3 21-3 24-8 s 24-1 20-4 22-1 s 22-1 s 18-11
1200S200-54 50 16 69-8 55-3 48-3 38-4 33-6 28-3 34-10 30-5 25-8 32-4 28-3 23-10 30-5 26-7 22-5 28-11 25-3 21-3 27-1 s 24-1 20-4 24-2 s 22-5 18-11
1200S200-54 33 24 57-1 s 48-3 42-2 32-11 s 29-3 24-8 28-6 s 26-7 22-5 25-6 s 24-8 20-9 23-3 s 23-2 19-7 21-7 s 21-7 s 18-7 20-2 s 20-2 s 17-9 18-0 s 18-0 s 16-6
1200S200-54 50 24 60-10 48-3 42-2 33-6 29-3 24-8 30-5 26-7 22-5 28-0 s 24-8 20-9 25-6 s 23-2 19-7 23-7 s 22-0 18-7 22-1 s 21-1 17-9 19-9 s 19-7 16-6
1200S250-54 33 12 80-2 63-7 55-7 44-1 38-6 32-6 40-1 35-0 29-6 37-2 32-6 27-5 34-3 s 30-7 25-9 31-8 s 29-0 24-6 29-8 s 27-9 23-5 26-6 s 25-9 21-9
1200S250-54 50 12 80-2 63-7 55-7 44-1 38-6 32-6 40-1 35-0 29-6 37-2 32-6 27-5 35-0 30-7 25-9 33-3 29-0 24-6 31-9 27-9 23-5 29-6 25-9 21-9
1200S250-54 33 16 72-8 s 57-9 50-6 40-1 35-0 29-6 36-4 s 31-9 26-10 32-6 s 29-6 24-10 29-8 s 27-9 23-5 27-5 s 26-4 22-3 25-8 s 25-3 21-3 22-11 s 22-11 s 19-9
1200S250-54 50 16 72-10 57-9 50-6 40-1 35-0 29-6 36-5 31-9 26-10 33-9 29-6 24-10 31-9 27-9 23-5 30-2 26-4 22-3 28-10 25-3 21-3 25-10 s 23-5 19-9
1200S250-54 33 24 59-4 s 50-6 44-1 34-3 s 30-7 25-9 29-8 s 27-9 23-5 26-6 s 25-9 21-9 24-2 s 24-2 s 20-5 22-5 s 22-5 s 19-5 20-11 s 20-11 s 18-7 18-9 s 18-9 s 17-3
1200S250-54 50 24 63-7 50-6 44-1 35-0 30-7 25-9 31-9 27-9 23-5 29-6 25-9 21-9 27-3 s 24-3 20-5 25-3 s 23-0 19-5 23-7 s 22-0 18-7 21-1 s 20-5 17-3
1200S300-54 33 12 83-3 66-1 57-9 45-10 40-0 33-9 41-7 36-4 30-8 38-8 33-9 28-5 36-1 s 31-9 26-9 33-5 s 30-2 25-5 31-3 s 28-10 24-4 27-11 s 26-9 22-7
1200S300-54 50 12 83-1 65-11 57-7 45-8 39-11 33-8 41-6 36-3 30-7 38-7 33-8 28-5 36-3 31-8 26-9 34-5 30-1 25-4 32-11 28-9 24-3 30-7 26-9 22-6
1200S300-54 33 16 75-8 60-1 52-5 41-7 36-4 30-8 37-10 33-0 27-10 34-3 s 30-8 25-10 31-3 s 28-10 24-4 28-11 s 27-5 23-1 27-1 s 26-2 22-1 24-2 s 24-2 s 20-6
1200S300-54 50 16 75-6 59-11 52-4 41-6 36-3 30-7 37-9 32-11 27-9 35-0 30-7 25-9 32-11 28-9 24-3 31-4 27-4 23-1 29-11 26-2 22-1 27-2 s 24-3 20-6
1200S300-54 33 24 62-6 s 52-5 45-10 36-1 s 31-9 26-9 31-3 s 28-10 24-4 27-11 s 26-9 22-7 25-6 s 25-2 21-3 23-7 s 23-7 s 20-2 22-1 s 22-1 s 19-4 19-9 s 19-9 s 17-11
1200S300-54 50 24 65-11 52-4 45-8 36-3 31-8 26-9 32-11 28-9 24-3 30-7 26-9 22-6 28-8 s 25-2 21-2 26-6 s 23-10 20-2 24-9 s 22-10 19-3 22-2 s 21-2 17-10
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
1200S137-68 33 12 77-6 61-6 53-8 42-7 37-3 31-5 38-9 33-10 28-6 35-11 31-5 26-6 33-10 29-6 24-11 32-1 28-1 23-8 30-9 26-10 22-7 27-11 s 24-11 21-0
1200S137-68 50 12 77-6 61-6 53-8 42-7 37-3 31-5 38-9 33-10 28-6 35-11 31-5 26-6 33-10 29-6 24-11 32-1 28-1 23-8 30-9 26-10 22-7 28-6 24-11 21-0
1200S137-68 33 16 70-5 55-10 48-9 38-9 33-10 28-6 35-2 30-9 25-11 32-8 28-6 24-0 30-9 26-10 22-7 28-10 s 25-6 21-6 27-0 s 24-4 20-7 24-2 s 22-7 19-1
1200S137-68 50 16 70-5 55-10 48-9 38-9 33-10 28-6 35-2 30-9 25-11 32-8 28-6 24-0 30-9 26-10 22-7 29-2 25-6 21-6 27-11 24-4 20-7 25-11 22-7 19-1
1200S137-68 33 24 61-6 48-9 42-7 33-10 29-6 24-11 30-9 26-10 22-7 27-11 s 24-11 21-0 25-5 s 23-5 19-9 23-7 s 22-3 18-9 22-0 s 21-3 17-11 19-8 s 19-8 s 16-8
1200S137-68 50 24 61-6 48-9 42-7 33-10 29-6 24-11 30-9 26-10 22-7 28-6 24-11 21-0 26-10 23-5 19-9 25-6 22-3 18-9 24-4 21-3 17-11 22-7 19-9 16-8
1200S162-68 33 12 80-0 63-6 55-6 44-0 38-5 32-5 40-0 34-11 29-5 37-1 32-5 27-4 34-11 30-6 25-9 33-2 29-0 24-5 31-9 27-9 23-4 29-3 s 25-9 21-8
1200S162-68 50 12 80-0 63-6 55-6 44-0 38-5 32-5 40-0 34-11 29-5 37-1 32-5 27-4 34-11 30-6 25-9 33-2 29-0 24-5 31-9 27-9 23-4 29-5 25-9 21-8
1200S162-68 33 16 72-8 57-8 50-5 40-0 34-11 29-5 36-4 31-9 26-9 33-9 29-5 24-10 31-9 27-9 23-4 30-2 26-4 22-2 28-4 s 25-2 21-3 25-4 s 23-4 19-8
1200S162-68 50 16 72-8 57-8 50-5 40-0 34-11 29-5 36-4 31-9 26-9 33-9 29-5 24-10 31-9 27-9 23-4 30-2 26-4 22-2 28-10 25-2 21-3 26-9 23-4 19-8
1200S162-68 33 24 63-6 50-5 44-0 34-11 30-6 25-9 31-9 27-9 23-4 29-3 s 25-9 21-8 26-9 s 24-2 20-5 24-9 s 23-0 19-5 23-2 s 22-0 18-6 20-8 s 20-5 17-3
1200S162-68 50 24 63-6 50-5 44-0 34-11 30-6 25-9 31-9 27-9 23-4 29-5 25-9 21-8 27-9 24-2 20-5 26-4 23-0 19-5 25-2 22-0 18-6 23-4 20-5 17-3
1200S200-68 33 12 82-6 65-6 57-3 45-5 39-8 33-5 41-3 36-0 30-5 38-3 33-5 28-2 36-0 31-6 26-6 34-3 29-11 25-2 32-9 28-7 24-1 30-5 26-6 22-4
1200S200-68 50 12 82-6 65-6 57-3 45-5 39-8 33-5 41-3 36-0 30-5 38-3 33-5 28-2 36-0 31-6 26-6 34-3 29-11 25-2 32-9 28-7 24-1 30-5 26-6 22-4
1200S200-68 33 16 75-0 59-6 52-0 41-3 36-0 30-5 37-6 32-9 27-7 34-9 30-5 25-7 32-9 28-7 24-1 31-1 27-2 22-11 29-8 s 26-0 21-11 26-6 s 24-1 20-4
1200S200-68 50 16 75-0 59-6 52-0 41-3 36-0 30-5 37-6 32-9 27-7 34-9 30-5 25-7 32-9 28-7 24-1 31-1 27-2 22-11 29-9 26-0 21-11 27-7 24-1 20-4
1200S200-68 33 24 65-6 52-0 45-5 36-0 31-6 26-6 32-9 28-7 24-1 30-5 26-6 22-4 27-11 s 25-0 21-1 25-11 s 23-9 20-0 24-2 s 22-8 19-1 21-8 s 21-1 17-9
1200S200-68 50 24 65-6 52-0 45-5 36-0 31-6 26-6 32-9 28-7 24-1 30-5 26-6 22-4 28-7 25-0 21-1 27-2 23-9 20-0 26-0 22-8 19-1 24-1 21-1 17-9
1200S250-68 33 12 86-4 68-6 59-10 47-6 41-6 35-0 43-2 37-8 31-9 40-0 35-0 29-6 37-8 32-11 27-9 35-9 31-3 26-4 34-3 29-11 25-2 31-9 27-9 23-5
1200S250-68 50 12 86-4 68-6 59-10 47-6 41-6 35-0 43-2 37-8 31-9 40-0 35-0 29-6 37-8 32-11 27-9 35-9 31-3 26-4 34-3 29-11 25-2 31-9 27-9 23-5
1200S250-68 33 16 78-5 62-3 54-4 43-2 37-8 31-9 39-2 34-3 28-10 36-4 31-9 26-9 34-3 29-11 25-2 32-6 28-5 23-11 31-1 27-2 22-11 28-0 s 25-2 21-3
1200S250-68 50 16 78-5 62-3 54-4 43-2 37-8 31-9 39-2 34-3 28-10 36-4 31-9 26-9 34-3 29-11 25-2 32-6 28-5 23-11 31-1 27-2 22-11 28-10 25-2 21-3
1200S250-68 33 24 68-6 54-4 47-6 37-8 32-11 27-9 34-3 29-11 25-2 31-9 27-9 23-5 29-6 s 26-1 22-0 27-4 s 24-10 20-11 25-6 s 23-9 20-0 22-10 s 22-0 18-7
1200S250-68 50 24 68-6 54-4 47-6 37-8 32-11 27-9 34-3 29-11 25-2 31-9 27-9 23-5 29-11 26-1 22-0 28-5 24-10 20-11 27-2 23-9 20-0 25-0 s 22-0 18-7
1200S300-68 33 12 89-9 71-2 62-2 49-4 43-1 36-4 44-10 39-2 33-0 41-7 36-4 30-8 39-2 34-3 28-10 37-2 32-6 27-5 35-7 31-1 26-2 33-0 28-10 24-4
1200S300-68 50 12 89-9 71-2 62-2 49-4 43-1 36-4 44-10 39-2 33-0 41-7 36-4 30-8 39-2 34-3 28-10 37-2 32-6 27-5 35-7 31-1 26-2 33-0 28-10 24-4
1200S300-68 33 16 81-6 64-8 56-6 44-10 39-2 33-0 40-9 35-7 30-0 37-10 33-0 27-10 35-7 31-1 26-2 33-10 29-6 24-11 32-2 s 28-3 23-10 28-9 s 26-2 22-1
1200S300-68 50 16 81-6 64-8 56-6 44-10 39-2 33-0 40-9 35-7 30-0 37-10 33-0 27-10 35-7 31-1 26-2 33-10 29-6 24-11 32-4 28-3 23-10 30-0 26-2 22-1
1200S300-68 33 24 71-2 56-6 49-4 39-2 34-3 28-10 35-7 31-1 26-2 33-0 28-10 24-4 30-4 s 27-2 22-11 28-1 s 25-9 21-9 26-3 s 24-8 20-9 23-6 s 22-11 19-4
1200S300-68 50 24 71-2 56-6 49-4 39-2 34-3 28-10 35-7 31-1 26-2 33-0 28-10 24-4 31-1 27-2 22-11 29-6 25-9 21-9 28-3 24-8 20-9 26-2 22-11 19-4
1200S162-97 33 12 89-5 71-0 62-0 49-3 43-0 36-3 44-8 39-1 32-11 41-6 36-3 30-7 39-1 34-1 28-9 37-1 32-5 27-4 35-6 31-0 26-2 32-11 28-9 24-3
1200S162-97 50 12 89-5 71-0 62-0 49-3 43-0 36-3 44-8 39-1 32-11 41-6 36-3 30-7 39-1 34-1 28-9 37-1 32-5 27-4 35-6 31-0 26-2 32-11 28-9 24-3
1200S162-97 33 16 81-3 64-6 56-4 44-8 39-1 32-11 40-7 35-6 29-11 37-8 32-11 27-9 35-6 31-0 26-2 33-8 29-5 24-10 32-3 28-2 23-9 29-11 26-2 22-0
1200S162-97 50 16 81-3 64-6 56-4 44-8 39-1 32-11 40-7 35-6 29-11 37-8 32-11 27-9 35-6 31-0 26-2 33-8 29-5 24-10 32-3 28-2 23-9 29-11 26-2 22-0
1200S162-97 33 24 71-0 56-4 49-3 39-1 34-1 28-9 35-6 31-0 26-2 32-11 28-9 24-3 31-0 27-1 22-10 29-3 s 25-8 21-8 27-4 s 24-7 20-9 24-5 s 22-10 19-3
1200S162-97 50 24 71-0 56-4 49-3 39-1 34-1 28-9 35-6 31-0 26-2 32-11 28-9 24-3 31-0 27-1 22-10 29-5 25-8 21-8 28-2 24-7 20-9 26-2 22-10 19-3
1200S200-97 33 12 92-4 73-3 64-0 50-9 44-4 37-5 46-2 40-4 34-0 42-10 37-5 31-6 40-4 35-2 29-8 38-3 33-5 28-2 36-7 32-0 27-0 34-0 29-8 25-0
1200S200-97 50 12 92-4 73-3 64-0 50-9 44-4 37-5 46-2 40-4 34-0 42-10 37-5 31-6 40-4 35-2 29-8 38-3 33-5 28-2 36-7 32-0 27-0 34-0 29-8 25-0
1200S200-97 33 16 83-10 66-7 58-2 46-2 40-4 34-0 41-11 36-7 30-10 38-11 34-0 28-8 36-7 32-0 27-0 34-9 30-4 25-7 33-3 29-1 24-6 30-10 27-0 22-9
1200S200-97 50 16 83-10 66-7 58-2 46-2 40-4 34-0 41-11 36-7 30-10 38-11 34-0 28-8 36-7 32-0 27-0 34-9 30-4 25-7 33-3 29-1 24-6 30-10 27-0 22-9
1200S200-97 33 24 73-3 58-2 50-9 40-4 35-2 29-8 36-7 32-0 27-0 34-0 29-8 25-0 32-0 27-11 23-7 30-4 26-6 22-4 28-8 s 25-4 21-5 25-8 s 23-7 19-10
1200S200-97 50 24 73-3 58-2 50-9 40-4 35-2 29-8 36-7 32-0 27-0 34-0 29-8 25-0 32-0 27-11 23-7 30-4 26-6 22-4 29-1 25-4 21-5 27-0 23-7 19-10
1200S250-97 33 12 96-7 76-8 66-11 53-1 46-5 39-2 48-3 42-2 35-7 44-10 39-2 33-0 42-2 36-10 31-1 40-1 35-0 29-6 38-4 33-5 28-2 35-7 31-1 26-2
1200S250-97 50 12 96-7 76-8 66-11 53-1 46-5 39-2 48-3 42-2 35-7 44-10 39-2 33-0 42-2 36-10 31-1 40-1 35-0 29-6 38-4 33-5 28-2 35-7 31-1 26-2
1200S250-97 33 16 87-9 69-8 60-10 48-3 42-2 35-7 43-10 38-4 32-4 40-8 35-7 30-0 38-4 33-5 28-2 36-5 31-9 26-10 34-10 30-5 25-7 32-4 28-2 23-9
1200S250-97 50 16 87-9 69-8 60-10 48-3 42-2 35-7 43-10 38-4 32-4 40-8 35-7 30-0 38-4 33-5 28-2 36-5 31-9 26-10 34-10 30-5 25-7 32-4 28-2 23-9
1200S250-97 33 24 76-8 60-10 53-1 42-2 36-10 31-1 38-4 33-5 28-2 35-7 31-1 26-2 33-5 29-3 24-8 31-9 27-9 23-5 30-5 26-6 22-5 27-5 s 24-8 20-9
1200S250-97 50 24 76-8 60-10 53-1 42-2 36-10 31-1 38-4 33-5 28-2 35-7 31-1 26-2 33-5 29-3 24-8 31-9 27-9 23-5 30-5 26-6 22-5 28-2 24-8 20-9
1200S300-97 33 12 100-5 79-9 69-8 55-3 48-3 40-8 50-2 43-10 37-0 46-7 40-8 34-4 43-10 38-4 32-4 41-8 36-5 30-8 39-10 34-10 29-4 37-0 32-4 27-3
1200S300-97 50 12 100-5 79-9 69-8 55-3 48-3 40-8 50-2 43-10 37-0 46-7 40-8 34-4 43-10 38-4 32-4 41-8 36-5 30-8 39-10 34-10 29-4 37-0 32-4 27-3
1200S300-97 33 16 91-3 72-5 63-3 50-2 43-10 37-0 45-7 39-10 33-7 42-4 37-0 31-2 39-10 34-10 29-4 37-10 33-1 27-10 36-2 31-7 26-8 33-7 29-4 24-9
1200S300-97 50 16 91-3 72-5 63-3 50-2 43-10 37-0 45-7 39-10 33-7 42-4 37-0 31-2 39-10 34-10 29-4 37-10 33-1 27-10 36-2 31-7 26-8 33-7 29-4 24-9
1200S300-97 33 24 79-9 63-3 55-3 43-10 38-4 32-4 39-10 34-10 29-4 37-0 32-4 27-3 34-10 30-5 25-8 33-1 28-10 24-4 31-7 27-7 23-3 28-11 s 25-8 21-7
1200S300-97 50 24 79-9 63-3 55-3 43-10 38-4 32-4 39-10 34-10 29-4 37-0 32-4 27-3 34-10 30-5 25-8 33-1 28-10 24-4 31-7 27-7 23-3 29-4 25-8 21-7
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
1400S137-33 33 12 54-9 s 52-4 45-9 31-7 s 31-7 s 26-9 27-4 s 27-4 s 24-3 24-5 s 24-5 s 22-6 22-4 s 22-4 s 21-2 20-8 s 20-8 s 20-2 19-4 s 19-4 s 19-3 17-3 s 17-3 s 17-3 s
1400S137-33 33 16 47-5 s 47-5 s 41-7 27-4 s 27-4 s 24-3 23-8 s 23-8 s 22-1 21-2 s 21-2 s 20-6 19-4 s 19-4 s 19-3 17-11 s 17-11 s 17-11 s 16-9 s 16-9 s 16-9 s 14-11 s 14-11 s 14-11 s
1400S137-33 33 24 38-8 s 38-8 s 36-3 22-4 s 22-4 s 21-2 19-4 s 19-4 s 19-3 17-3 s 17-3 s 17-3 s 15-9 s 15-9 s 15-9 s 14-7 s 14-7 s 14-7 s 13-8 s 13-8 s 13-8 s 12-2 s 12-2 s 12-2 s
1400S162-33 33 12 58-3 s 54-3 47-5 33-7 s 32-10 27-9 29-1 s 29-1 s 25-2 26-0 s 26-0 s 23-4 23-9 s 23-9 s 22-0 22-0 s 22-0 s 20-11 20-7 s 20-7 s 20-0 18-5 s 18-5 s 18-5 s
1400S162-33 33 16 50-5 s 49-4 43-1 29-1 s 29-1 s 25-2 25-2 s 25-2 s 22-10 22-6 s 22-6 s 21-3 20-7 s 20-7 s 20-0 19-0 s 19-0 s 19-0 17-10 s 17-10 s 17-10 s 15-11 s 15-11 s 15-11 s
1400S162-33 33 24 41-2 s 41-2 s 37-8 23-9 s 23-9 s 22-0 20-7 s 20-7 s 20-0 18-5 s 18-5 s 18-5 s 16-9 s 16-9 s 16-9 s 15-6 s 15-6 s 15-6 s 14-6 s 14-6 s 14-6 s 13-0 s 13-0 s 13-0 s
1400S200-33 33 12 59-1 s 56-5 49-3 34-1 s 34-1 s 28-9 29-6 s 29-6 s 26-2 26-5 s 26-5 s 24-3 24-1 s 24-1 s 22-10 22-4 s 22-4 s 21-8 20-10 s 20-10 s 20-9 18-8 s 18-8 s 18-8 s
1400S200-33 33 16 51-2 s 51-2 s 44-9 29-6 s 29-6 s 26-2 25-7 s 25-7 s 23-9 22-10 s 22-10 s 22-1 20-10 s 20-10 s 20-9 19-4 s 19-4 s 19-4 s 18-1 s 18-1 s 18-1 s 16-2 s 16-2 s 16-2 s
1400S200-33 33 24 41-9 s 41-9 s 39-1 24-1 s 24-1 s 22-10 20-10 s 20-10 s 20-9 18-8 s 18-8 s 18-8 s 17-0 s 17-0 s 17-0 s 15-9 s 15-9 s 15-9 s 14-9 s 14-9 s 14-9 s 13-2 s 13-2 s 13-2 s
1400S137-43 33 12 67-1 s 58-9 51-4 38-9 s 35-7 30-0 33-6 s 32-4 27-3 30-0 s 30-0 s 25-4 27-4 s 27-4 s 23-10 25-4 s 25-4 s 22-7 23-8 s 23-8 s 21-7 21-2 s 21-2 s 20-1
1400S137-43 33 16 58-1 s 53-5 46-8 33-6 s 32-4 27-3 29-0 s 29-0 s 24-9 26-0 s 26-0 s 23-0 23-8 s 23-8 s 21-7 21-11 s 21-11 s 20-6 20-6 s 20-6 s 19-8 18-4 s 18-4 s 18-3
1400S137-43 33 24 47-5 s 46-8 40-9 27-4 s 27-4 s 23-10 23-8 s 23-8 s 21-7 21-2 s 21-2 s 20-1 19-4 s 19-4 s 18-11 17-11 s 17-11 s 17-11 s 16-9 s 16-9 s 16-9 s 15-0 s 15-0 s 15-0 s
1400S162-43 33 12 71-4 s 60-8 53-0 41-2 s 36-9 31-0 35-8 s 33-4 28-2 31-11 s 31-0 26-1 29-1 s 29-1 s 24-7 26-11 s 26-11 s 23-4 25-2 s 25-2 s 22-4 22-6 s 22-6 s 20-9
1400S162-43 33 16 61-10 s 55-1 48-2 35-8 s 33-4 28-2 30-11 s 30-4 25-7 27-7 s 27-7 s 23-9 25-2 s 25-2 s 22-4 23-4 s 23-4 s 21-2 21-10 s 21-10 s 20-3 19-6 s 19-6 s 18-10
1400S162-43 33 24 50-5 s 48-2 42-1 29-1 s 29-1 s 24-7 25-2 s 25-2 s 22-4 22-6 s 22-6 s 20-9 20-7 s 20-7 s 19-6 19-1 s 19-1 s 18-6 17-10 s 17-10 s 17-8 15-11 s 15-11 s 15-11 s
1400S200-43 33 12 70-8 s 63-2 55-2 40-10 s 38-3 32-3 35-4 s 34-9 29-3 31-7 s 31-7 s 27-2 28-10 s 28-10 s 25-7 26-8 s 26-8 s 24-4 25-0 s 25-0 s 23-3 22-4 s 22-4 s 21-7
1400S200-43 33 16 61-3 s 57-4 50-1 35-4 s 34-9 29-3 30-7 s 30-7 s 26-7 27-4 s 27-4 s 24-8 25-0 s 25-0 s 23-3 23-1 s 23-1 s 22-1 21-7 s 21-7 s 21-1 19-4 s 19-4 s 19-4 s
1400S200-43 33 24 50-0 s 50-0 s 43-9 28-10 s 28-10 s 25-7 25-0 s 25-0 s 23-3 22-4 s 22-4 s 21-7 20-5 s 20-5 s 20-4 18-10 s 18-10 s 18-10 s 17-8 s 17-8 s 17-8 s 15-9 s 15-9 s 15-9 s
1400S250-43 33 12 76-5 s 65-11 57-7 44-1 s 39-11 33-8 38-2 s 36-3 30-7 34-2 s 33-8 28-4 31-2 s 31-2 s 26-8 28-10 s 28-10 s 25-4 27-0 s 27-0 s 24-3 24-2 s 24-2 s 22-6
1400S250-43 33 16 66-2 s 59-10 52-3 38-2 s 36-3 30-7 33-1 s 32-11 27-9 29-7 s 29-7 s 25-9 27-0 s 27-0 s 24-3 25-0 s 25-0 s 23-0 23-4 s 23-4 s 22-0 20-11 s 20-11 s 20-5
1400S250-43 33 24 54-0 s 52-3 45-8 31-2 s 31-2 s 26-8 27-0 s 27-0 s 24-3 24-2 s 24-2 s 22-6 22-0 s 22-0 s 21-2 20-5 s 20-5 s 20-1 19-1 s 19-1 s 19-1 s 17-1 s 17-1 s 17-1 s
1400S300-43 33 12 81-0 s 68-6 59-10 46-9 s 41-6 35-0 40-6 s 37-8 31-9 36-3 s 35-0 29-6 33-1 s 32-11 27-9 30-7 s 30-7 s 26-4 28-7 s 28-7 s 25-2 25-7 s 25-7 s 23-5
1400S300-43 33 16 70-2 s 62-3 54-4 40-6 s 37-8 31-9 35-1 s 34-3 28-10 31-4 s 31-4 s 26-9 28-7 s 28-7 s 25-2 26-6 s 26-6 s 23-11 24-9 s 24-9 s 22-11 22-2 s 22-2 s 21-3
1400S300-43 33 24 57-3 s 54-4 47-6 33-1 s 32-11 27-9 28-7 s 28-7 s 25-2 25-7 s 25-7 s 23-5 23-4 s 23-4 s 22-0 21-7 s 21-7 s 20-11 20-3 s 20-3 s 20-0 18-1 s 18-1 s 18-1 s
1400S137-54 33 12 79-4 s 65-4 57-0 45-3 39-6 33-4 39-8 s 35-11 30-3 35-5 s 33-4 28-1 32-4 s 31-4 26-5 29-11 s 29-10 25-1 28-0 s 28-0 s 24-0 25-1 s 25-1 s 22-4
1400S137-54 50 12 80-2 63-8 55-7 44-1 38-6 32-6 40-1 35-0 29-6 37-2 32-6 27-5 35-0 30-7 25-9 33-3 29-0 24-6 31-10 27-9 23-5 28-9 s 25-9 21-9
1400S137-54 33 16 68-8 s 59-4 51-10 39-8 s 35-11 30-3 34-4 s 32-8 27-6 30-8 s 30-3 25-6 28-0 s 28-0 s 24-0 25-11 s 25-11 s 22-10 24-3 s 24-3 s 21-10 21-8 s 21-8 s 20-3
1400S137-54 50 16 72-10 57-10 50-6 40-1 35-0 29-6 36-5 31-10 26-10 33-10 29-6 24-11 31-10 27-9 23-5 29-10 s 26-5 22-3 27-10 s 25-3 21-3 24-11 s 23-5 19-9
1400S137-54 33 24 56-1 s 51-10 45-3 32-4 s 31-4 26-5 28-0 s 28-0 s 24-0 25-1 s 25-1 s 22-4 22-10 s 22-10 s 21-0 21-2 s 21-2 s 19-11 19-10 s 19-10 s 19-1 17-8 s 17-8 s 17-8
1400S137-54 50 24 63-8 50-6 44-1 35-0 30-7 25-9 31-10 27-9 23-5 28-9 s 25-9 21-9 26-3 s 24-3 20-5 24-4 s 23-0 19-5 22-9 s 22-0 18-7 20-4 s 20-4 s 17-3
1400S162-54 33 12 83-11 s 67-3 58-9 46-8 40-9 34-4 41-11 s 37-0 31-2 37-6 s 34-4 29-0 34-3 s 32-4 27-3 31-8 s 30-8 25-11 29-8 s 29-4 24-9 26-6 s 26-6 s 23-0
1400S162-54 50 12 82-9 65-8 57-4 45-6 39-9 33-6 41-4 36-1 30-5 38-5 33-6 28-3 36-1 31-7 26-7 34-4 30-0 25-3 32-10 28-8 24-2 30-5 26-7 22-5
1400S162-54 33 16 72-8 s 61-1 53-5 41-11 s 37-0 31-2 36-4 s 33-7 28-4 32-6 s 31-2 26-4 29-8 s 29-4 24-9 27-5 s 27-5 s 23-6 25-8 s 25-8 s 22-6 22-11 s 22-11 s 20-10
1400S162-54 50 16 75-2 59-8 52-1 41-4 36-1 30-5 37-7 32-10 27-8 34-10 30-5 25-8 32-10 28-8 24-2 31-2 27-3 22-11 29-7 s 26-0 21-11 26-5 s 24-2 20-4
1400S162-54 33 24 59-4 s 53-5 46-8 34-3 s 32-4 27-3 29-8 s 29-4 24-9 26-6 s 26-6 s 23-0 24-2 s 24-2 s 21-7 22-5 s 22-5 s 20-6 20-11 s 20-11 s 19-8 18-9 s 18-9 s 18-3
1400S162-54 50 24 65-8 52-1 45-6 36-1 31-7 26-7 32-10 28-8 24-2 30-5 26-7 22-5 27-11 s 25-0 21-1 25-10 s 23-9 20-1 24-2 s 22-9 19-2 21-7 s 21-1 17-10
1400S200-54 33 12 86-7 s 69-2 60-5 48-0 41-11 35-4 43-3 s 38-1 32-1 38-8 s 35-4 29-10 35-4 s 33-3 28-0 32-8 s 31-7 26-8 30-7 s 30-2 25-6 27-4 s 27-4 s 23-8
1400S200-54 50 12 86-3 68-5 59-9 47-5 41-5 34-11 43-1 37-8 31-9 40-0 34-11 29-6 37-8 32-11 27-9 35-9 31-3 26-4 33-8 s 29-10 25-2 30-2 s 27-9 23-5
1400S200-54 33 16 75-0 s 62-10 54-11 43-3 s 38-1 32-1 37-6 s 34-7 29-2 33-6 s 32-1 27-1 30-7 s 30-2 25-6 28-4 s 28-4 s 24-2 26-6 s 26-6 s 23-2 23-8 s 23-8 s 21-6
1400S200-54 50 16 78-4 62-2 54-4 43-1 37-8 31-9 39-2 34-2 28-10 36-4 31-9 26-9 33-8 s 29-10 25-2 31-2 s 28-4 23-11 29-2 s 27-2 22-11 26-1 s 25-2 21-3
1400S200-54 33 24 61-2 s 54-11 48-0 35-4 s 33-3 28-0 30-7 s 30-2 25-6 27-4 s 27-4 s 23-8 25-0 s 25-0 s 22-3 23-1 s 23-1 s 21-2 21-7 s 21-7 s 20-2 19-4 s 19-4 s 18-9
1400S200-54 50 24 67-5 s 54-4 47-5 37-8 32-11 27-9 33-8 s 29-10 25-2 30-2 s 27-9 23-5 27-6 s 26-1 22-0 25-5 s 24-9 20-11 23-10 s 23-8 20-0 21-3 s 21-3 s 18-7
1400S250-54 33 12 90-2 s 72-1 63-0 50-0 43-8 36-10 45-1 s 39-8 33-5 40-3 s 36-10 31-1 36-9 s 34-8 29-3 34-1 s 32-11 27-9 31-10 s 31-6 26-7 28-6 s 28-6 s 24-8
1400S250-54 50 12 90-0 71-5 62-5 49-6 43-3 36-6 45-0 39-4 33-2 41-9 36-6 30-9 39-4 34-4 28-11 37-4 32-7 27-6 35-8 31-2 26-3 32-2 s 28-11 24-5
1400S250-54 33 16 78-1 s 65-6 57-3 45-1 s 39-8 33-5 39-0 s 36-0 30-5 34-11 s 33-5 28-3 31-10 s 31-6 26-7 29-6 s 29-6 s 25-3 27-7 s 27-7 s 24-1 24-8 s 24-8 s 22-5
1400S250-54 50 16 81-9 64-11 56-8 45-0 39-4 33-2 40-10 35-8 30-1 37-11 33-2 27-11 35-8 31-2 26-3 33-4 s 29-7 25-0 31-2 s 28-4 23-11 27-10 s 26-3 22-2
1400S250-54 33 24 63-9 s 57-3 50-0 36-9 s 34-8 29-3 31-10 s 31-6 26-7 28-6 s 28-6 s 24-8 26-0 s 26-0 s 23-2 24-1 s 24-1 s 22-0 22-6 s 22-6 s 21-1 20-1 s 20-1 s 19-7
1400S250-54 50 24 71-5 56-8 49-6 39-4 34-4 28-11 35-8 31-2 26-3 32-2 s 28-11 24-5 29-5 s 27-3 23-0 27-2 s 25-10 21-10 25-5 s 24-9 20-10 22-9 s 22-9 s 19-4
1400S300-54 33 12 94-3 74-10 65-4 51-10 45-3 38-2 47-1 41-2 34-8 42-6 s 38-2 32-2 38-10 s 35-11 30-4 35-11 s 34-2 28-9 33-7 s 32-8 27-6 30-1 s 30-1 s 25-7
1400S300-54 50 12 93-6 74-2 64-10 51-5 44-11 37-11 46-9 40-10 34-5 43-4 37-11 31-11 40-10 35-8 30-1 38-9 33-10 28-7 37-1 32-5 27-4 33-10 s 30-1 25-4
1400S300-54 33 16 82-5 s 67-11 59-4 47-1 41-2 34-8 41-2 s 37-5 31-6 36-10 s 34-8 29-3 33-7 s 32-8 27-6 31-1 s 31-0 26-2 29-1 s 29-1 s 25-0 26-0 s 26-0 s 23-3
1400S300-54 50 16 84-11 67-5 58-10 46-9 40-10 34-5 42-5 37-1 31-3 39-5 34-5 29-0 37-1 32-5 27-4 35-0 s 30-9 25-11 32-9 s 29-5 24-10 29-4 s 27-4 23-0
1400S300-54 33 24 67-3 s 59-4 51-10 38-10 s 35-11 30-4 33-7 s 32-8 27-6 30-1 s 30-1 s 25-7 27-5 s 27-5 s 24-1 25-5 s 25-5 s 22-10 23-9 s 23-9 s 21-10 21-3 s 21-3 s 20-3
1400S300-54 50 24 74-2 58-10 51-5 40-10 35-8 30-1 37-1 32-5 27-4 33-10 s 30-1 25-4 30-11 s 28-3 23-10 28-7 s 26-10 22-8 26-9 s 25-8 21-8 23-11 s 23-10 20-1
Steel Stud Solutionsnotes:"s" denotes stress controlled
Limiting Wall Heights - Curtain Wall (feet - inches)
Section Fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf
Designation ksi (in.) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
1400S137-68 33 12 88-7 70-3 61-5 48-9 42-7 35-11 44-3 38-8 32-7 41-1 35-11 30-3 38-8 33-9 28-6 36-2 s 32-1 27-1 33-10 s 30-8 25-10 30-3 s 28-6 24-0
1400S137-68 50 12 88-7 70-3 61-5 48-9 42-7 35-11 44-3 38-8 32-7 41-1 35-11 30-3 38-8 33-9 28-6 36-9 32-1 27-1 35-1 30-8 25-10 32-7 28-6 24-0
1400S137-68 33 16 80-6 63-10 55-9 44-3 38-8 32-7 40-3 35-1 29-7 37-1 s 32-7 27-6 33-10 s 30-8 25-10 31-4 s 29-2 24-7 29-4 s 27-10 23-6 26-2 s 25-10 21-10
1400S137-68 50 16 80-6 63-10 55-9 44-3 38-8 32-7 40-3 35-1 29-7 37-4 32-7 27-6 35-1 30-8 25-10 33-4 29-2 24-7 31-11 27-10 23-6 29-7 25-10 21-10
1400S137-68 33 24 67-8 s 55-9 48-9 38-8 33-9 28-6 33-10 s 30-8 25-10 30-3 s 28-6 24-0 27-7 s 26-10 22-7 25-7 s 25-5 21-6 23-11 s 23-11 s 20-6 21-5 s 21-5 s 19-1
1400S137-68 50 24 70-3 55-9 48-9 38-8 33-9 28-6 35-1 30-8 25-10 32-7 28-6 24-0 30-8 26-10 22-7 29-2 25-5 21-6 27-5 s 24-4 20-6 24-6 s 22-7 19-1
1400S162-68 33 12 91-3 72-5 63-3 50-2 43-10 37-0 45-7 39-10 33-7 42-4 37-0 31-2 39-10 34-10 29-4 37-10 33-1 27-10 35-6 s 31-7 26-8 31-9 s 29-4 24-9
1400S162-68 50 12 91-3 72-5 63-3 50-2 43-10 37-0 45-7 39-10 33-7 42-4 37-0 31-2 39-10 34-10 29-4 37-10 33-1 27-10 36-2 31-7 26-8 33-7 29-4 24-9
1400S162-68 33 16 82-11 65-10 57-6 45-7 39-10 33-7 41-5 36-2 30-6 38-6 33-7 28-4 35-6 s 31-7 26-8 32-11 s 30-0 25-4 30-9 s 28-9 24-3 27-6 s 26-8 22-6
1400S162-68 50 16 82-11 65-10 57-6 45-7 39-10 33-7 41-5 36-2 30-6 38-6 33-7 28-4 36-2 31-7 26-8 34-5 30-0 25-4 32-11 28-9 24-3 30-6 26-8 22-6
1400S162-68 33 24 71-1 s 57-6 50-2 39-10 34-10 29-4 35-6 s 31-7 26-8 31-9 s 29-4 24-9 29-0 s 27-7 23-3 26-10 s 26-3 22-1 25-1 s 25-1 21-2 22-6 s 22-6 s 19-8
1400S162-68 50 24 72-5 57-6 50-2 39-10 34-10 29-4 36-2 31-7 26-8 33-7 29-4 24-9 31-7 27-7 23-3 30-0 26-3 22-1 28-9 25-1 21-2 25-11 s 23-3 19-8
1400S200-68 33 12 93-11 74-6 65-1 51-8 45-2 38-1 46-11 41-0 34-7 43-7 38-1 32-1 41-0 35-10 30-2 38-11 34-0 28-8 37-2 s 32-6 27-5 33-3 s 30-2 25-6
1400S200-68 50 12 93-11 74-6 65-1 51-8 45-2 38-1 46-11 41-0 34-7 43-7 38-1 32-1 41-0 35-10 30-2 38-11 34-0 28-8 37-3 32-6 27-5 34-7 30-2 25-6
1400S200-68 33 16 85-4 67-9 59-2 46-11 41-0 34-7 42-8 37-3 31-5 39-7 34-7 29-2 37-2 s 32-6 27-5 34-5 s 30-11 26-1 32-2 s 29-7 24-11 28-9 s 27-5 23-2
1400S200-68 50 16 85-4 67-9 59-2 46-11 41-0 34-7 42-8 37-3 31-5 39-7 34-7 29-2 37-3 32-6 27-5 35-5 30-11 26-1 33-10 29-7 24-11 31-5 27-5 23-2
1400S200-68 33 24 74-4 s 59-2 51-8 41-0 35-10 30-2 37-2 s 32-6 27-5 33-3 s 30-2 25-6 30-4 s 28-5 23-11 28-1 s 27-0 22-9 26-3 s 25-10 21-9 23-6 s 23-6 s 20-2
1400S200-68 50 24 74-6 59-2 51-8 41-0 35-10 30-2 37-3 32-6 27-5 34-7 30-2 25-6 32-6 28-5 23-11 30-11 27-0 22-9 29-7 25-10 21-9 26-5 s 23-11 20-2
1400S250-68 33 12 97-11 77-8 67-10 53-10 47-0 39-8 48-11 42-9 36-0 45-5 39-8 33-5 42-9 37-4 31-6 40-7 35-5 29-11 38-10 33-11 28-7 34-10 s 31-6 26-7
1400S250-68 50 12 97-11 77-8 67-10 53-10 47-0 39-8 48-11 42-9 36-0 45-5 39-8 33-5 42-9 37-4 31-6 40-7 35-5 29-11 38-10 33-11 28-7 36-0 31-6 26-7
1400S250-68 33 16 88-11 70-7 61-8 48-11 42-9 36-0 44-5 38-10 32-9 41-3 36-0 30-5 38-10 33-11 28-7 36-1 s 32-3 27-2 33-9 s 30-10 26-0 30-2 s 28-7 24-1
1400S250-68 50 16 88-11 70-7 61-8 48-11 42-9 36-0 44-5 38-10 32-9 41-3 36-0 30-5 38-10 33-11 28-7 36-11 32-3 27-2 35-3 30-10 26-0 32-9 28-7 24-1
1400S250-68 33 24 77-8 61-8 53-10 42-9 37-4 31-6 38-10 33-11 28-7 34-10 s 31-6 26-7 31-10 s 29-7 25-0 29-5 s 28-2 23-9 27-6 s 26-11 22-8 24-8 s 24-8 s 21-1
1400S250-68 50 24 77-8 61-8 53-10 42-9 37-4 31-6 38-10 33-11 28-7 36-0 31-6 26-7 33-11 29-7 25-0 32-1 s 28-2 23-9 30-0 s 26-11 22-8 26-10 s 25-0 21-1
1400S300-68 33 12 101-7 80-7 70-5 55-10 48-10 41-2 50-9 44-4 37-5 47-1 41-2 34-8 44-4 38-9 32-8 42-1 36-9 31-0 39-9 s 35-2 29-8 35-7 s 32-8 27-6
1400S300-68 50 12 101-7 80-7 70-5 55-10 48-10 41-2 50-9 44-4 37-5 47-1 41-2 34-8 44-4 38-9 32-8 42-1 36-9 31-0 40-3 35-2 29-8 37-5 32-8 27-6
1400S300-68 33 16 92-3 73-3 64-0 50-9 44-4 37-5 46-1 40-3 34-0 42-10 37-5 31-6 39-9 s 35-2 29-8 36-10 s 33-5 28-2 34-5 s 32-0 26-11 30-10 s 29-8 25-0
1400S300-68 50 16 92-3 73-3 64-0 50-9 44-4 37-5 46-1 40-3 34-0 42-10 37-5 31-6 40-3 35-2 29-8 38-3 33-5 28-2 36-7 32-0 26-11 34-0 29-8 25-0
1400S300-68 33 24 79-7 s 64-0 55-10 44-4 38-9 32-8 39-9 s 35-2 29-8 35-7 s 32-8 27-6 32-6 s 30-9 25-11 30-1 s 29-2 24-7 28-1 s 27-11 23-6 25-2 s 25-2 s 21-10
1400S300-68 50 24 80-7 64-0 55-10 44-4 38-9 32-8 40-3 35-2 29-8 37-5 32-8 27-6 35-2 30-9 25-11 33-5 29-2 24-7 31-9 s 27-11 23-6 28-5 s 25-11 21-10
1400S162-97 33 12 102-1 81-0 70-9 56-2 49-1 41-4 51-0 44-7 37-7 47-4 41-4 34-11 44-7 38-11 32-10 42-4 37-0 31-2 40-6 35-4 29-10 37-7 32-10 27-8
1400S162-97 50 12 102-1 81-0 70-9 56-2 49-1 41-4 51-0 44-7 37-7 47-4 41-4 34-11 44-7 38-11 32-10 42-4 37-0 31-2 40-6 35-4 29-10 37-7 32-10 27-8
1400S162-97 33 16 92-9 73-7 64-4 51-0 44-7 37-7 46-4 40-6 34-2 43-0 37-7 31-8 40-6 35-4 29-10 38-5 33-7 28-4 36-9 32-2 27-1 33-10 s 29-10 25-2
1400S162-97 50 16 92-9 73-7 64-4 51-0 44-7 37-7 46-4 40-6 34-2 43-0 37-7 31-8 40-6 35-4 29-10 38-5 33-7 28-4 36-9 32-2 27-1 34-2 29-10 25-2
1400S162-97 33 24 81-0 64-4 56-2 44-7 38-11 32-10 40-6 35-4 29-10 37-7 32-10 27-8 35-4 30-11 26-1 33-0 s 29-4 24-9 30-10 s 28-1 23-8 27-7 s 26-1 22-0
1400S162-97 50 24 81-0 64-4 56-2 44-7 38-11 32-10 40-6 35-4 29-10 37-7 32-10 27-8 35-4 30-11 26-1 33-7 29-4 24-9 32-2 28-1 23-8 29-10 26-1 22-0
1400S200-97 33 12 105-1 83-5 72-10 57-10 50-6 42-7 52-6 45-11 38-8 48-9 42-7 35-11 45-11 40-1 33-9 43-7 38-1 32-1 41-8 36-5 30-8 38-8 33-9 28-6
1400S200-97 50 12 105-1 83-5 72-10 57-10 50-6 42-7 52-6 45-11 38-8 48-9 42-7 35-11 45-11 40-1 33-9 43-7 38-1 32-1 41-8 36-5 30-8 38-8 33-9 28-6
1400S200-97 33 16 95-6 75-9 66-2 52-6 45-11 38-8 47-9 41-8 35-2 44-3 38-8 32-7 41-8 36-5 30-8 39-7 34-7 29-2 37-10 33-1 27-11 35-2 30-8 25-11
1400S200-97 50 16 95-6 75-9 66-2 52-6 45-11 38-8 47-9 41-8 35-2 44-3 38-8 32-7 41-8 36-5 30-8 39-7 34-7 29-2 37-10 33-1 27-11 35-2 30-8 25-11
1400S200-97 33 24 83-5 66-2 57-10 45-11 40-1 33-9 41-8 36-5 30-8 38-8 33-9 28-6 36-5 31-10 26-10 34-6 s 30-2 25-6 32-3 s 28-11 24-4 28-10 s 26-10 22-7
1400S200-97 50 24 83-5 66-2 57-10 45-11 40-1 33-9 41-8 36-5 30-8 38-8 33-9 28-6 36-5 31-10 26-10 34-7 30-2 25-6 33-1 28-11 24-4 30-8 26-10 22-7
1400S250-97 33 12 109-7 87-0 76-0 60-4 52-8 44-5 54-9 47-10 40-4 50-10 44-5 37-5 47-10 41-10 35-3 45-5 39-8 33-6 43-6 38-0 32-0 40-4 35-3 29-9
1400S250-97 50 12 109-7 87-0 76-0 60-4 52-8 44-5 54-9 47-10 40-4 50-10 44-5 37-5 47-10 41-10 35-3 45-5 39-8 33-6 43-6 38-0 32-0 40-4 35-3 29-9
1400S250-97 33 16 99-7 79-0 69-0 54-9 47-10 40-4 49-9 43-6 36-8 46-2 40-4 34-0 43-6 38-0 32-0 41-3 36-1 30-5 39-6 34-6 29-1 36-8 32-0 27-0
1400S250-97 50 16 99-7 79-0 69-0 54-9 47-10 40-4 49-9 43-6 36-8 46-2 40-4 34-0 43-6 38-0 32-0 41-3 36-1 30-5 39-6 34-6 29-1 36-8 32-0 27-0
1400S250-97 33 24 87-0 69-0 60-4 47-10 41-10 35-3 43-6 38-0 32-0 40-4 35-3 29-9 38-0 33-2 28-0 36-1 31-6 26-7 34-4 s 30-2 25-5 30-9 s 28-0 23-7
1400S250-97 50 24 87-0 69-0 60-4 47-10 41-10 35-3 43-6 38-0 32-0 40-4 35-3 29-9 38-0 33-2 28-0 36-1 31-6 26-7 34-6 30-2 25-5 32-0 28-0 23-7
1400S300-97 33 12 113-9 90-3 78-10 62-7 54-8 46-1 56-10 49-8 41-11 52-9 46-1 38-11 49-8 43-5 36-7 47-2 41-2 34-9 45-1 39-5 33-3 41-11 36-7 30-10
1400S300-97 50 12 113-9 90-3 78-10 62-7 54-8 46-1 56-10 49-8 41-11 52-9 46-1 38-11 49-8 43-5 36-7 47-2 41-2 34-9 45-1 39-5 33-3 41-11 36-7 30-10
1400S300-97 33 16 103-4 82-0 71-8 56-10 49-8 41-11 51-8 45-1 38-1 47-11 41-11 35-4 45-1 39-5 33-3 42-10 37-5 31-7 41-0 35-10 30-2 38-1 33-3 28-0
1400S300-97 50 16 103-4 82-0 71-8 56-10 49-8 41-11 51-8 45-1 38-1 47-11 41-11 35-4 45-1 39-5 33-3 42-10 37-5 31-7 41-0 35-10 30-2 38-1 33-3 28-0
1400S300-97 33 24 90-3 71-8 62-7 49-8 43-5 36-7 45-1 39-5 33-3 41-11 36-7 30-10 39-5 34-5 29-0 37-5 32-8 27-7 35-10 31-3 26-4 32-4 s 29-0 24-6
1400S300-97 50 24 90-3 71-8 62-7 49-8 43-5 36-7 45-1 39-5 33-3 41-11 36-7 30-10 39-5 34-5 29-0 37-5 32-8 27-7 35-10 31-3 26-4 33-3 29-0 24-6
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
273.
115.
316.
925.
316.
922.
693.
646.
238.
0711
.61
6.23
8.07
11.6
1
816
2.27
3.11
5.31
6.92
5.31
6.92
2.69
3.64
6.23
8.07
11.6
16.
238.
0711
.61
824
2.27
3.11
5.31
6.92
5.31
6.92
2.69
3.64
6.23
8.07
11.6
16.
238.
0711
.61
912
2.17
2.95
4.91
6.39
4.91
6.39
2.55
3.46
5.76
7.47
10.6
35.
767.
4710
.63
916
2.17
2.95
4.91
6.39
4.91
6.39
2.55
3.46
5.76
7.47
10.6
35.
767.
4710
.63
924
2.17
2.95
4.91
6.39
4.91
6.39
2.55
3.46
5.76
7.47
10.6
35.
767.
4710
.63
1012
2.05
2.79
4.49
5.84
4.49
5.84
2.41
3.27
5.29
6.84
9.63
5.29
6.84
9.63
1016
2.05
2.79
4.49
5.84
4.49
5.84
2.41
3.27
5.29
6.84
9.63
5.29
6.84
9.63
1024
1.91
2.79
4.49
5.84
4.49
5.84
2.34
3.27
5.29
6.84
9.63
5.29
6.84
9.63
1212
1.76
2.44
3.66
4.74
3.66
4.74
2.12
2.87
4.33
5.58
7.67
4.33
5.58
7.67
1216
1.61
72.
363.
514.
683.
664.
741.
972.
864.
265.
587.
674.
335.
587.
67
1224
1.35
62.
06 6
3.12
74.
233.
50 7
4.69
1.69
62.
54 7
3.83
5.15
7.36
4.24
5.58
7.67
1412
1.30
61.
91 7
2.67
3.50
2.87
3.61
1.60
72.
323.
254.
245.
853.
414.
305.
85
1416
1.15
61.
74 6
2.46
73.
262.
74 7
3.59
1.43
62.
13 7
3.02
3.99
5.65
3.32
4.30
5.85
1424
0.90
31.
44 3
2.11
62.
87 6
2.45
63.
27 6
1.15
31.
81 6
2.63
63.
55 7
5.10
3.00
63.
99 7
5.82
1612
0.94
61.
41 6
1.92
62.
51 7
2.13
62.
76 7
1.17
61.
73 6
2.35
73.
074.
342.
58 7
3.29
4.48
1616
0.80
31.
25 3
1.74
62.
30 6
1.98
62.
59 6
1.01
31.
56 6
2.15
62.
84 7
4.06
2.42
63.
16 7
4.48
1624
0.56
20.
97 2
1.42
31.
96 3
1.72
32.
31 3
0.75
21.
26 3
1.81
32.
46 6
3.58
62.
13 3
2.85
64.
21 6
5 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
162-
(mils
)
50 k
si50
ksi
97
362S
137-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
753.
906.
608.
9613
.34
6.60
8.96
13.3
44.
537.
3610
.26
16.1
47.
3610
.26
16.1
4
816
2.75
3.90
6.60
8.96
13.3
46.
608.
9613
.34
4.53
7.36
10.2
616
.14
7.36
10.2
616
.14
824
2.75
3.90
6.60
8.96
13.3
46.
608.
9613
.34
4.53
7.36
10.2
616
.14
7.36
10.2
616
.14
912
2.66
3.81
6.28
8.49
12.2
76.
288.
4912
.27
4.38
6.99
9.80
14.8
96.
999.
8014
.89
916
2.66
3.81
6.28
8.49
12.2
76.
288.
4912
.27
4.38
6.99
9.80
14.8
96.
999.
8014
.89
924
2.66
3.81
6.28
8.49
12.2
76.
288.
4912
.27
4.38
6.99
9.80
14.8
96.
999.
8014
.89
1012
2.55
3.65
5.86
7.91
11.1
85.
867.
9111
.18
4.22
6.44
9.18
13.6
26.
449.
1813
.62
1016
2.55
3.65
5.86
7.91
11.1
85.
867.
9111
.18
4.22
6.44
9.18
13.6
26.
449.
1813
.62
1024
2.55
3.65
5.86
7.91
11.1
85.
867.
9111
.18
4.22
6.44
9.18
13.6
26.
449.
1813
.62
1212
2.33
3.32
5.06
6.50
9.00
5.06
6.50
9.00
3.86
5.93
7.95
11.0
75.
937.
9511
.07
1216
2.23
3.32
5.06
6.50
9.00
5.06
6.50
9.00
3.86
5.93
7.95
11.0
75.
937.
9511
.07
1224
1.93
62.
954.
606.
208.
914.
936.
508.
913.
665.
627.
7911
.07
5.93
7.95
11.0
7
1412
1.89
2.71
3.89
5.09
6.96
4.02
5.09
6.96
3.43
4.86
6.30
8.67
4.97
6.30
8.67
1416
1.70
62.
49 7
3.63
4.83
6.87
3.88
5.09
6.87
3.19
4.56
6.09
8.67
4.89
6.30
8.67
1424
1.39
62.
12 6
3.21
64.
35 7
6.28
3.51
64.
78 7
6.28
2.78
64.
07 7
5.55
8.09
4.47
75.
918.
67
1612
1.40
62.
03 7
2.83
3.71
5.28
3.02
3.90
5.28
2.60
3.55
4.68
6.64
3.80
4.84
6.64
1616
1.22
61.
83 6
2.60
63.
46 7
4.97
2.82
63.
77 7
4.97
2.37
63.
29 7
4.40
6.38
3.58
74.
666.
64
1624
0.92
31.
48 3
2.22
63.
05 6
4.45
72.
49 6
3.42
64.
45 7
1.99
62.
85 6
3.93
65.
813.
20 6
4.25
66.
49
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
362S
200-
(mils
)
5468
5 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
228.
4311
.18
17.9
68.
4311
.18
17.9
6
816
5.22
8.43
11.1
817
.96
8.43
11.1
817
.96
824
5.22
8.43
11.1
817
.96
8.43
11.1
817
.96
912
5.04
8.03
10.6
116
.93
8.03
10.6
116
.93
916
5.04
8.03
10.6
116
.93
8.03
10.6
116
.93
924
5.04
8.03
10.6
116
.93
8.03
10.6
116
.93
1012
4.84
7.60
9.94
15.9
57.
609.
9415
.95
1016
4.84
7.60
9.94
15.9
57.
609.
9415
.95
1024
4.84
7.60
9.94
15.9
57.
609.
9415
.95
1212
4.42
6.68
9.04
13.1
16.
689.
0413
.11
1216
4.42
6.68
9.04
13.1
16.
689.
0413
.11
1224
4.35
6.60
9.04
13.1
16.
689.
0413
.11
1412
3.96
5.70
7.48
10.3
45.
707.
4810
.34
1416
3.76
5.42
7.27
10.3
45.
707.
4810
.34
1424
3.33
74.
896.
669.
885.
317.
179.
88
1612
3.15
4.30
5.60
7.94
4.56
5.76
7.94
1616
2.89
74.
015.
287.
784.
315.
657.
78
1624
2.47
63.
53 6
4.75
77.
153.
90 6
5.20
77.
15
5 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
362S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
383.
305.
757.
555.
757.
552.
823.
856.
718.
7613
.07
6.71
8.76
13.0
7
816
2.38
3.30
5.75
7.55
5.75
7.55
2.82
3.85
6.71
8.76
13.0
76.
718.
7613
.07
824
2.38
3.30
5.75
7.55
5.75
7.55
2.82
3.85
6.71
8.76
13.0
76.
718.
7613
.07
912
2.31
3.17
5.39
7.07
5.39
7.07
2.71
3.69
6.29
8.22
12.1
46.
298.
2212
.14
916
2.31
3.17
5.39
7.07
5.39
7.07
2.71
3.69
6.29
8.22
12.1
46.
298.
2212
.14
924
2.31
3.17
5.39
7.07
5.39
7.07
2.71
3.69
6.29
8.22
12.1
46.
298.
2212
.14
1012
2.20
3.02
5.01
6.57
5.01
6.57
2.58
3.52
5.86
7.65
11.1
95.
867.
6511
.19
1016
2.20
3.02
5.01
6.57
5.01
6.57
2.58
3.52
5.86
7.65
11.1
95.
867.
6511
.19
1024
2.20
3.02
5.01
6.57
5.01
6.57
2.58
3.52
5.86
7.65
11.1
95.
867.
6511
.19
1212
1.97
2.70
4.23
5.54
4.23
5.54
2.32
3.16
4.97
6.47
9.26
4.97
6.47
9.26
1216
1.91
2.70
4.23
5.54
4.23
5.54
2.31
3.16
4.97
6.47
9.26
4.97
6.47
9.26
1224
1.64
62.
48 7
3.89
5.28
4.23
5.54
2.03
73.
024.
726.
379.
264.
976.
479.
26
1412
1.59
72.
333.
394.
523.
474.
521.
942.
784.
095.
317.
404.
095.
317.
40
1416
1.43
62.
14 7
3.15
4.24
3.46
4.52
1.77
62.
613.
835.
127.
404.
095.
317.
40
1424
1.16
31.
82 6
2.75
63.
78 7
3.13
64.
25 7
1.46
62.
26 6
3.39
74.
616.
823.
81 7
5.13
7.40
1612
1.20
61.
78 6
2.48
3.31
2.73
3.54
1.48
62.
17 7
3.02
4.01
5.73
3.27
4.20
5.73
1616
1.04
31.
60 6
2.27
63.
06 7
2.55
63.
41 7
1.30
61.
98 6
2.78
73.
745.
433.
09 7
4.11
5.73
1624
0.77
21.
29 3
1.90
62.
65 6
2.25
63.
07 6
1.01
31.
64 3
2.39
63.
29 6
4.88
72.
77 6
3.75
65.
52 7
5 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
162-
(mils
)
50 k
si50
ksi
97
400S
137-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
864.
056.
949.
5814
.87
6.94
9.58
14.8
74.
727.
7910
.79
17.5
87.
7910
.79
17.5
8
816
2.86
4.05
6.94
9.58
14.8
76.
949.
5814
.87
4.72
7.79
10.7
917
.58
7.79
10.7
917
.58
824
2.86
4.05
6.94
9.58
14.8
76.
949.
5814
.87
4.72
7.79
10.7
917
.58
7.79
10.7
917
.58
912
2.78
3.98
6.72
9.14
13.8
86.
729.
1413
.88
4.59
7.46
10.4
716
.66
7.46
10.4
716
.66
916
2.78
3.98
6.72
9.14
13.8
86.
729.
1413
.88
4.59
7.46
10.4
716
.66
7.46
10.4
716
.66
924
2.78
3.98
6.72
9.14
13.8
86.
729.
1413
.88
4.59
7.46
10.4
716
.66
7.46
10.4
716
.66
1012
2.69
3.88
6.38
8.70
12.8
46.
388.
7012
.84
4.45
7.11
10.0
015
.47
7.11
10.0
015
.47
1016
2.69
3.88
6.38
8.70
12.8
46.
388.
7012
.84
4.45
7.11
10.0
015
.47
7.11
10.0
015
.47
1024
2.69
3.88
6.38
8.70
12.8
46.
388.
7012
.84
4.45
7.11
10.0
015
.47
7.11
10.0
015
.47
1212
2.50
3.58
5.63
7.48
10.7
25.
637.
4810
.72
4.14
6.36
8.86
13.0
26.
368.
8613
.02
1216
2.50
3.58
5.63
7.48
10.7
25.
637.
4810
.72
4.14
6.36
8.86
13.0
26.
368.
8613
.02
1224
2.26
73.
455.
527.
4810
.72
5.63
7.48
10.7
24.
146.
368.
8613
.02
6.36
8.86
13.0
2
1412
2.22
3.22
4.78
6.18
8.66
4.78
6.18
8.66
3.79
5.73
7.55
10.6
35.
737.
5510
.63
1416
2.03
73.
024.
566.
118.
664.
786.
188.
663.
745.
607.
5510
.63
5.73
7.55
10.6
3
1424
1.70
62.
63 6
4.07
5.56
8.23
4.42
6.05
8.23
3.32
75.
067.
0010
.42
5.50
7.42
10.6
3
1612
1.75
72.
533.
614.
816.
773.
834.
946.
773.
214.
506.
018.
394.
746.
088.
39
1616
1.55
62.
30 6
3.34
4.51
6.56
3.60
4.87
6.56
2.96
74.
205.
688.
314.
545.
998.
39
1624
1.22
31.
92 6
2.91
64.
02 6
5.96
3.22
64.
46 6
5.96
2.53
63.
70 6
5.13
77.
664.
11 6
5.51
78.
35
5 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
250-
(mils
)
50 k
si50
ksi
97
400S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
438.
8711
.84
19.5
08.
8711
.84
19.5
0
816
5.43
8.87
11.8
419
.50
8.87
11.8
419
.50
824
5.43
8.87
11.8
419
.50
8.87
11.8
419
.50
912
5.28
8.52
11.3
518
.54
8.52
11.3
518
.54
916
5.28
8.52
11.3
518
.54
8.52
11.3
518
.54
924
5.28
8.52
11.3
518
.54
8.52
11.3
518
.54
1012
5.11
8.15
10.5
317
.55
8.15
10.5
317
.55
1016
5.11
8.15
10.5
317
.55
8.15
10.5
317
.55
1024
5.11
8.15
10.5
317
.55
8.15
10.5
317
.55
1212
4.74
7.34
9.84
15.3
07.
349.
8415
.30
1216
4.74
7.34
9.84
15.3
07.
349.
8415
.30
1224
4.74
7.34
9.84
15.3
07.
349.
8415
.30
1412
4.33
6.46
8.77
12.5
66.
468.
7712
.56
1416
4.33
6.46
8.77
12.5
66.
468.
7712
.56
1424
3.97
5.98
8.28
12.5
66.
438.
7712
.56
1612
3.80
5.44
7.16
9.99
5.63
7.21
9.99
1616
3.52
5.10
6.78
9.99
5.46
7.21
9.99
1624
3.06
64.
54 7
6.16
9.34
4.98
76.
689.
34
5 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
400S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
653.
806.
899.
246.
899.
243.
074.
387.
9310
.57
16.4
37.
9310
.57
16.4
3
816
2.65
3.80
6.89
9.24
6.89
9.24
3.07
4.38
7.93
10.5
716
.43
7.93
10.5
716
.43
824
2.65
3.80
6.89
9.24
6.89
9.24
3.07
4.38
7.93
10.5
716
.43
7.93
10.5
716
.43
912
2.60
3.72
6.65
8.91
6.65
8.91
3.05
4.28
7.68
10.2
115
.86
7.68
10.2
115
.86
916
2.60
3.72
6.65
8.91
6.65
8.91
3.05
4.28
7.68
10.2
115
.86
7.68
10.2
115
.86
924
2.60
3.72
6.65
8.91
6.65
8.91
3.05
4.28
7.68
10.2
115
.86
7.68
10.2
115
.86
1012
2.55
3.62
6.39
8.57
6.39
8.57
3.00
4.17
7.39
9.82
15.2
67.
399.
8215
.26
1016
2.55
3.62
6.39
8.57
6.39
8.57
3.00
4.17
7.39
9.82
15.2
67.
399.
8215
.26
1024
2.55
3.62
6.39
8.57
6.39
8.57
3.00
4.17
7.39
9.82
15.2
67.
399.
8215
.26
1212
2.44
3.41
5.83
7.82
5.83
7.82
2.85
3.93
6.75
8.98
13.9
36.
758.
9813
.93
1216
2.44
3.41
5.83
7.82
5.83
7.82
2.85
3.93
6.75
8.98
13.9
36.
758.
9813
.93
1224
2.44
3.41
5.83
7.82
5.83
7.82
2.85
3.93
6.75
8.98
13.9
36.
758.
9813
.93
1412
2.27
3.17
5.23
7.02
5.23
7.02
2.65
3.67
6.08
8.09
12.5
26.
088.
0912
.52
1416
2.27
3.17
5.23
7.02
5.23
7.02
2.65
3.67
6.08
8.09
12.5
26.
088.
0912
.52
1424
2.12
3.17
5.23
7.02
5.23
7.02
2.57
3.67
6.08
8.09
12.5
26.
088.
0912
.52
1612
2.09
2.92
4.62
6.20
4.62
6.20
2.45
3.39
5.38
7.16
11.0
55.
387.
1611
.05
1616
1.99
2.92
4.62
6.20
4.62
6.20
2.40
3.39
5.38
7.16
11.0
55.
387.
1611
.05
1624
1.68
62.
62 7
4.20
5.86
4.62
6.20
2.07
63.
17 7
5.06
6.99
11.0
55.
387.
1611
.05
5 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
162-
(mils
)
50 k
si50
ksi
97
550S
137-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
154.
457.
8111
.26
18.3
77.
8111
.26
18.3
75.
208.
8612
.17
20.7
68.
8612
.17
20.7
6
816
3.15
4.45
7.81
11.2
618
.37
7.81
11.2
618
.37
5.20
8.86
12.1
720
.76
8.86
12.1
720
.76
824
3.15
4.45
7.81
11.2
618
.37
7.81
11.2
618
.37
5.20
8.86
12.1
720
.76
8.86
12.1
720
.76
912
3.10
4.40
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
916
3.10
4.40
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
924
3.10
4.40
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
1012
3.05
4.34
7.52
10.6
117
.10
7.52
10.6
117
.10
5.04
8.44
11.7
519
.72
8.44
11.7
519
.72
1016
3.05
4.34
7.52
10.6
117
.10
7.52
10.6
117
.10
5.04
8.44
11.7
519
.72
8.44
11.7
519
.72
1024
3.05
4.34
7.52
10.6
117
.10
7.52
10.6
117
.10
5.04
8.44
11.7
519
.72
8.44
11.7
519
.72
1212
2.92
4.23
7.18
9.91
15.6
77.
189.
9115
.67
4.84
7.94
11.2
618
.49
7.94
11.2
618
.49
1216
2.92
4.23
7.18
9.91
15.6
77.
189.
9115
.67
4.84
7.94
11.2
618
.49
7.94
11.2
618
.49
1224
2.92
4.23
7.18
9.91
15.6
77.
189.
9115
.67
4.84
7.94
11.2
618
.49
7.94
11.2
618
.49
1412
2.78
4.04
6.64
9.20
14.1
36.
649.
2014
.13
4.62
7.39
10.4
816
.73
7.39
10.4
816
.73
1416
2.78
4.04
6.64
9.20
14.1
36.
649.
2014
.13
4.62
7.39
10.4
816
.73
7.39
10.4
816
.73
1424
2.76
4.04
6.64
9.20
14.1
36.
649.
2014
.13
4.62
7.39
10.4
816
.73
7.39
10.4
816
.73
1612
2.63
3.81
6.05
8.18
12.5
36.
058.
1812
.53
4.38
6.80
9.59
14.9
16.
809.
5914
.91
1616
2.63
3.81
6.05
8.18
12.5
36.
058.
1812
.53
4.38
6.80
9.59
14.9
16.
809.
5914
.91
1624
2.29
73.
585.
868.
1812
.53
6.05
8.18
12.5
34.
356.
809.
5914
.91
6.80
9.59
14.9
1
5 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
250-
(mils
)
50 k
si50
ksi
97
550S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
959.
9813
.55
23.0
89.
9813
.55
23.0
8
816
5.95
9.98
13.5
523
.08
9.98
13.5
523
.08
824
5.95
9.98
13.5
523
.08
9.98
13.5
523
.08
912
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
916
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
924
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
1012
5.76
9.54
12.9
121
.80
9.54
12.9
121
.80
1016
5.76
9.54
12.9
121
.80
9.54
12.9
121
.80
1024
5.76
9.54
12.9
121
.80
9.54
12.9
121
.80
1212
5.54
9.02
12.1
720
.40
9.02
12.1
720
.40
1216
5.54
9.02
12.1
720
.40
9.02
12.1
720
.40
1224
5.54
9.02
12.1
720
.40
9.02
12.1
720
.40
1412
5.28
8.44
11.1
418
.97
8.44
11.1
418
.97
1416
5.28
8.44
11.1
418
.97
8.44
11.1
418
.97
1424
5.28
8.44
11.1
418
.97
8.44
11.1
418
.97
1612
4.99
7.81
10.5
917
.27
7.81
10.5
917
.27
1616
4.99
7.81
10.5
917
.27
7.81
10.5
917
.27
1624
4.99
7.81
10.5
917
.27
7.81
10.5
917
.27
5 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
550S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
713.
917.
099.
617.
099.
613.
124.
508.
1410
.96
17.1
78.
1410
.96
17.1
7
816
2.71
3.91
7.09
9.61
7.09
9.61
3.12
4.50
8.14
10.9
617
.17
8.14
10.9
617
.17
824
2.71
3.91
7.09
9.61
7.09
9.61
3.12
4.50
8.14
10.9
617
.17
8.14
10.9
617
.17
912
2.67
3.84
6.93
9.32
6.93
9.32
3.10
4.41
7.98
10.6
516
.68
7.98
10.6
516
.68
916
2.67
3.84
6.93
9.32
6.93
9.32
3.10
4.41
7.98
10.6
516
.68
7.98
10.6
516
.68
924
2.67
3.84
6.93
9.32
6.93
9.32
3.10
4.41
7.98
10.6
516
.68
7.98
10.6
516
.68
1012
2.62
3.75
6.70
9.01
6.70
9.01
3.07
4.31
7.72
10.3
016
.14
7.72
10.3
016
.14
1016
2.62
3.75
6.70
9.01
6.70
9.01
3.07
4.31
7.72
10.3
016
.14
7.72
10.3
016
.14
1024
2.62
3.75
6.70
9.01
6.70
9.01
3.07
4.31
7.72
10.3
016
.14
7.72
10.3
016
.14
1212
2.52
3.56
6.20
8.34
6.20
8.34
2.96
4.10
7.15
9.55
14.9
57.
159.
5514
.95
1216
2.52
3.56
6.20
8.34
6.20
8.34
2.96
4.10
7.15
9.55
14.9
57.
159.
5514
.95
1224
2.52
3.56
6.20
8.34
6.20
8.34
2.96
4.10
7.15
9.55
14.9
57.
159.
5514
.95
1412
2.40
3.35
5.65
7.61
5.65
7.61
2.79
3.87
6.54
8.74
13.6
66.
548.
7413
.66
1416
2.40
3.35
5.65
7.61
5.65
7.61
2.79
3.87
6.54
8.74
13.6
66.
548.
7413
.66
1424
2.38
3.35
5.65
7.61
5.65
7.61
2.79
3.87
6.54
8.74
13.6
66.
548.
7413
.66
1612
2.23
3.13
5.08
6.85
5.08
6.85
2.60
3.61
5.90
7.88
12.3
15.
907.
8812
.31
1616
2.23
3.13
5.08
6.85
5.08
6.85
2.60
3.61
5.90
7.88
12.3
15.
907.
8812
.31
1624
1.95
73.
004.
946.
855.
086.
852.
38 7
3.59
5.90
7.88
12.3
15.
907.
8812
.31
5 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
162-
(mils
)
50 k
si50
ksi
97
600S
137-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
214.
538.
0011
.63
19.1
48.
0011
.63
19.1
45.
319.
0912
.47
21.4
89.
0912
.47
21.4
8
816
3.21
4.53
8.00
11.6
319
.14
8.00
11.6
319
.14
5.31
9.09
12.4
721
.48
9.09
12.4
721
.48
824
3.21
4.53
8.00
11.6
319
.14
8.00
11.6
319
.14
5.31
9.09
12.4
721
.48
9.09
12.4
721
.48
912
3.17
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
916
3.17
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
924
3.17
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
1012
3.12
4.44
7.75
11.0
518
.02
7.75
11.0
518
.02
5.16
8.72
12.1
120
.55
8.72
12.1
120
.55
1016
3.12
4.44
7.75
11.0
518
.02
7.75
11.0
518
.02
5.16
8.72
12.1
120
.55
8.72
12.1
120
.55
1024
3.12
4.44
7.75
11.0
518
.02
7.75
11.0
518
.02
5.16
8.72
12.1
120
.55
8.72
12.1
120
.55
1212
3.01
4.34
7.45
10.4
116
.74
7.45
10.4
116
.74
4.99
8.28
11.6
819
.55
8.28
11.6
819
.55
1216
3.01
4.34
7.45
10.4
116
.74
7.45
10.4
116
.74
4.99
8.28
11.6
819
.55
8.28
11.6
819
.55
1224
3.01
4.34
7.45
10.4
116
.74
7.45
10.4
116
.74
4.99
8.28
11.6
819
.55
8.28
11.6
819
.55
1412
2.89
4.22
7.05
9.75
15.3
47.
059.
7515
.34
4.80
7.79
11.1
418
.08
7.79
11.1
418
.08
1416
2.89
4.22
7.05
9.75
15.3
47.
059.
7515
.34
4.80
7.79
11.1
418
.08
7.79
11.1
418
.08
1424
2.89
4.22
7.05
9.75
15.3
47.
059.
7515
.34
4.80
7.79
11.1
418
.08
7.79
11.1
418
.08
1612
2.75
4.01
6.50
8.96
13.8
76.
508.
9613
.87
4.58
7.12
10.2
916
.40
7.12
10.2
916
.40
1616
2.75
4.01
6.50
8.96
13.8
76.
508.
9613
.87
4.58
7.12
10.2
916
.40
7.12
10.2
916
.40
1624
2.57
4.01
6.50
8.96
13.8
76.
508.
9613
.87
4.58
7.12
10.2
916
.40
7.12
10.2
916
.40
5 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
250-
(mils
)
50 k
si50
ksi
97
600S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
0510
.22
13.9
123
.87
10.2
213
.91
23.8
7
816
6.05
10.2
213
.91
23.8
710
.22
13.9
123
.87
824
6.05
10.2
213
.91
23.8
710
.22
13.9
123
.87
912
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
916
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
924
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
1012
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1016
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1024
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1212
5.71
9.38
12.7
121
.46
9.38
12.7
121
.46
1216
5.71
9.38
12.7
121
.46
9.38
12.7
121
.46
1224
5.71
9.38
12.7
121
.46
9.38
12.7
121
.46
1412
5.48
8.86
11.9
720
.13
8.86
11.9
720
.13
1416
5.48
8.86
11.9
720
.13
8.86
11.9
720
.13
1424
5.48
8.86
11.9
720
.13
8.86
11.9
720
.13
1612
5.22
8.30
11.1
018
.82
8.30
11.1
018
.82
1616
5.22
8.30
11.1
018
.82
8.30
11.1
018
.82
1624
5.22
8.30
11.1
018
.82
8.30
11.1
018
.82
5 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
600S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
874.
207.
6510
.60
7.65
10.6
03.
284.
808.
7112
.01
19.2
08.
7112
.01
19.2
0
816
2.87
4.20
7.65
10.6
07.
6510
.60
3.28
4.80
8.71
12.0
119
.20
8.71
12.0
119
.20
824
2.87
4.20
7.65
10.6
07.
6510
.60
3.28
4.80
8.71
12.0
119
.20
8.71
12.0
119
.20
912
2.85
4.15
7.55
10.4
27.
5510
.42
3.25
4.74
8.61
11.8
118
.87
8.61
11.8
118
.87
916
2.85
4.15
7.55
10.4
27.
5510
.42
3.25
4.74
8.61
11.8
118
.87
8.61
11.8
118
.87
924
2.85
4.15
7.55
10.4
27.
5510
.42
3.25
4.74
8.61
11.8
118
.87
8.61
11.8
118
.87
1012
2.82
4.10
7.45
10.2
17.
4510
.21
3.22
4.68
8.50
11.5
818
.52
8.50
11.5
818
.52
1016
2.82
4.10
7.45
10.2
17.
4510
.21
3.22
4.68
8.50
11.5
818
.52
8.50
11.5
818
.52
1024
2.82
4.10
7.45
10.2
17.
4510
.21
3.22
4.68
8.50
11.5
818
.52
8.50
11.5
818
.52
1212
2.75
3.97
7.18
9.76
7.18
9.76
3.18
4.55
8.22
11.0
817
.72
8.22
11.0
817
.72
1216
2.75
3.97
7.18
9.76
7.18
9.76
3.18
4.55
8.22
11.0
817
.72
8.22
11.0
817
.72
1224
2.75
3.97
7.18
9.76
7.18
9.76
3.18
4.55
8.22
11.0
817
.72
8.22
11.0
817
.72
1412
2.67
3.83
6.80
9.25
6.80
9.25
3.13
4.39
7.80
10.5
116
.83
7.80
10.5
116
.83
1416
2.67
3.83
6.80
9.25
6.80
9.25
3.13
4.39
7.80
10.5
116
.83
7.80
10.5
116
.83
1424
2.67
3.83
6.80
9.25
6.80
9.25
3.13
4.39
7.80
10.5
116
.83
7.80
10.5
116
.83
1612
2.59
3.68
6.39
8.70
6.39
8.70
3.02
4.22
7.33
9.90
15.8
67.
339.
9015
.86
1616
2.59
3.68
6.39
8.70
6.39
8.70
3.02
4.22
7.33
9.90
15.8
67.
339.
9015
.86
1624
2.59
3.68
6.39
8.70
6.39
8.70
3.02
4.22
7.33
9.90
15.8
67.
339.
9015
.86
5 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
162-
(mils
)
50 k
si50
ksi
97
800S
137-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
374.
768.
5112
.62
21.2
28.
5112
.62
21.2
25.
589.
6913
.29
23.4
69.
6913
.29
23.4
6
816
3.37
4.76
8.51
12.6
221
.22
8.51
12.6
221
.22
5.58
9.69
13.2
923
.46
9.69
13.2
923
.46
824
3.37
4.76
8.51
12.6
221
.22
8.51
12.6
221
.22
5.58
9.69
13.2
923
.46
9.69
13.2
923
.46
912
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
916
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
924
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
1012
3.31
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1016
3.31
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1024
3.31
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1212
3.25
4.64
8.16
11.7
919
.64
8.16
11.7
919
.64
5.38
9.18
12.7
822
.11
9.18
12.7
822
.11
1216
3.25
4.64
8.16
11.7
919
.64
8.16
11.7
919
.64
5.38
9.18
12.7
822
.11
9.18
12.7
822
.11
1224
3.25
4.64
8.16
11.7
919
.64
8.16
11.7
919
.64
5.38
9.18
12.7
822
.11
9.18
12.7
822
.11
1412
3.17
4.56
7.94
11.3
018
.68
7.94
11.3
018
.68
5.26
8.86
12.4
621
.33
8.86
12.4
621
.33
1416
3.17
4.56
7.94
11.3
018
.68
7.94
11.3
018
.68
5.26
8.86
12.4
621
.33
8.86
12.4
621
.33
1424
3.17
4.56
7.94
11.3
018
.68
7.94
11.3
018
.68
5.26
8.86
12.4
621
.33
8.86
12.4
621
.33
1612
3.08
4.48
7.69
10.7
817
.63
7.69
10.7
817
.63
5.12
8.50
12.1
020
.53
8.50
12.1
020
.53
1616
3.08
4.48
7.69
10.7
817
.63
7.69
10.7
817
.63
5.12
8.50
12.1
020
.53
8.50
12.1
020
.53
1624
3.08
4.48
7.69
10.7
817
.63
7.69
10.7
817
.63
5.12
8.50
12.1
020
.53
8.50
12.1
020
.53
5 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
250-
(mils
)
50 k
si50
ksi
97
800S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
3410
.83
14.8
725
.72
10.8
314
.87
25.7
2
816
6.34
10.8
314
.87
25.7
210
.83
14.8
725
.72
824
6.34
10.8
314
.87
25.7
210
.83
14.8
725
.72
912
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
916
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
924
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
1012
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1016
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1024
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1212
6.12
10.3
014
.11
24.3
910
.30
14.1
124
.39
1216
6.12
10.3
014
.11
24.3
910
.30
14.1
124
.39
1224
6.12
10.3
014
.11
24.3
910
.30
14.1
124
.39
1412
5.99
9.97
13.6
423
.43
9.97
13.6
423
.43
1416
5.99
9.97
13.6
423
.43
9.97
13.6
423
.43
1424
5.99
9.97
13.6
423
.43
9.97
13.6
423
.43
1612
5.83
9.60
13.1
022
.41
9.60
13.1
022
.41
1616
5.83
9.60
13.1
022
.41
9.60
13.1
022
.41
1624
5.83
9.60
13.1
022
.41
9.60
13.1
022
.41
5 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
800S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
944.
317.
8710
.99
7.87
10.9
93.
354.
928.
9412
.42
20.0
08.
9412
.42
20.0
0
816
2.94
4.31
7.87
10.9
97.
8710
.99
3.35
4.92
8.94
12.4
220
.00
8.94
12.4
220
.00
824
2.94
4.31
7.87
10.9
97.
8710
.99
3.35
4.92
8.94
12.4
220
.00
8.94
12.4
220
.00
912
2.92
4.27
7.79
10.8
47.
7910
.84
3.32
4.87
8.86
12.2
619
.74
8.86
12.2
619
.74
916
2.92
4.27
7.79
10.8
47.
7910
.84
3.32
4.87
8.86
12.2
619
.74
8.86
12.2
619
.74
924
2.92
4.27
7.79
10.8
47.
7910
.84
3.32
4.87
8.86
12.2
619
.74
8.86
12.2
619
.74
1012
2.89
4.23
7.71
10.6
87.
7110
.68
3.30
4.83
8.76
12.0
819
.46
8.76
12.0
819
.46
1016
2.89
4.23
7.71
10.6
87.
7110
.68
3.30
4.83
8.76
12.0
819
.46
8.76
12.0
819
.46
1024
2.89
4.23
7.71
10.6
87.
7110
.68
3.30
4.83
8.76
12.0
819
.46
8.76
12.0
819
.46
1212
2.84
4.13
7.52
10.3
27.
5210
.32
3.25
4.72
8.56
11.6
718
.82
8.56
11.6
718
.82
1216
2.84
4.13
7.52
10.3
27.
5210
.32
3.25
4.72
8.56
11.6
718
.82
8.56
11.6
718
.82
1224
2.84
4.13
7.52
10.3
27.
5210
.32
3.25
4.72
8.56
11.6
718
.82
8.56
11.6
718
.82
1412
2.77
4.02
7.25
9.90
7.25
9.90
3.22
4.59
8.29
11.2
118
.09
8.29
11.2
118
.09
1416
2.77
4.02
7.25
9.90
7.25
9.90
3.22
4.59
8.29
11.2
118
.09
8.29
11.2
118
.09
1424
2.77
4.02
7.25
9.90
7.25
9.90
3.22
4.59
8.29
11.2
118
.09
8.29
11.2
118
.09
1612
2.71
3.90
6.91
9.45
6.91
9.45
3.16
4.45
7.91
10.7
117
.29
7.91
10.7
117
.29
1616
2.71
3.90
6.91
9.45
6.91
9.45
3.16
4.45
7.91
10.7
117
.29
7.91
10.7
117
.29
1624
2.71
3.90
6.91
9.45
6.91
9.45
3.16
4.45
7.91
10.7
117
.29
7.91
10.7
117
.29
5 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
162-
(mils
)
50 k
si50
ksi
97
925S
137-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
434.
868.
7213
.01
22.0
48.
7213
.01
22.0
45.
699.
9213
.62
24.2
49.
9213
.62
24.2
4
816
3.43
4.86
8.72
13.0
122
.04
8.72
13.0
122
.04
5.69
9.92
13.6
224
.24
9.92
13.6
224
.24
824
3.43
4.86
8.72
13.0
122
.04
8.72
13.0
122
.04
5.69
9.92
13.6
224
.24
9.92
13.6
224
.24
912
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
916
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
924
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
1012
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1016
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1024
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1212
3.33
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.52
13.2
123
.15
9.52
13.2
123
.15
1216
3.33
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.52
13.2
123
.15
9.52
13.2
123
.15
1224
3.33
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.52
13.2
123
.15
9.52
13.2
123
.15
1412
3.27
4.70
8.26
11.9
320
.00
8.26
11.9
320
.00
5.43
9.26
12.9
622
.49
9.26
12.9
622
.49
1416
3.27
4.70
8.26
11.9
320
.00
8.26
11.9
320
.00
5.43
9.26
12.9
622
.49
9.26
12.9
622
.49
1424
3.27
4.70
8.26
11.9
320
.00
8.26
11.9
320
.00
5.43
9.26
12.9
622
.49
9.26
12.9
622
.49
1612
3.20
4.63
8.05
11.5
019
.13
8.05
11.5
019
.13
5.32
8.97
12.6
621
.79
8.97
12.6
621
.79
1616
3.20
4.63
8.05
11.5
019
.13
8.05
11.5
019
.13
5.32
8.97
12.6
621
.79
8.97
12.6
621
.79
1624
3.20
4.63
8.05
11.5
019
.13
8.05
11.5
019
.13
5.32
8.97
12.6
621
.79
8.97
12.6
621
.79
5 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
250-
(mils
)
50 k
si50
ksi
97
925S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
4511
.06
15.2
426
.42
11.0
615
.24
26.4
2
816
6.45
11.0
615
.24
26.4
211
.06
15.2
426
.42
824
6.45
11.0
615
.24
26.4
211
.06
15.2
426
.42
912
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
916
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
924
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
1012
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1016
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1024
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1212
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1216
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1224
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1412
6.17
10.3
814
.26
24.7
610
.38
14.2
624
.76
1416
6.17
10.3
814
.26
24.7
610
.38
14.2
624
.76
1424
6.17
10.3
814
.26
24.7
610
.38
14.2
624
.76
1612
6.05
10.0
913
.84
23.9
010
.09
13.8
423
.90
1616
6.05
10.0
913
.84
23.9
010
.09
13.8
423
.90
1624
6.05
10.0
913
.84
23.9
010
.09
13.8
423
.90
5 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
925S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
974.
377.
9811
.17
7.98
11.1
73.
384.
979.
0512
.61
20.3
89.
0512
.61
20.3
8
816
2.97
4.37
7.98
11.1
77.
9811
.17
3.38
4.97
9.05
12.6
120
.38
9.05
12.6
120
.38
824
2.97
4.37
7.98
11.1
77.
9811
.17
3.38
4.97
9.05
12.6
120
.38
9.05
12.6
120
.38
912
2.95
4.33
7.91
11.0
47.
9111
.04
3.36
4.93
8.97
12.4
620
.15
8.97
12.4
620
.15
916
2.95
4.33
7.91
11.0
47.
9111
.04
3.36
4.93
8.97
12.4
620
.15
8.97
12.4
620
.15
924
2.95
4.33
7.91
11.0
47.
9111
.04
3.36
4.93
8.97
12.4
620
.15
8.97
12.4
620
.15
1012
2.93
4.29
7.83
10.9
07.
8310
.90
3.33
4.89
8.89
12.3
119
.90
8.89
12.3
119
.90
1016
2.93
4.29
7.83
10.9
07.
8310
.90
3.33
4.89
8.89
12.3
119
.90
8.89
12.3
119
.90
1024
2.93
4.29
7.83
10.9
07.
8310
.90
3.33
4.89
8.89
12.3
119
.90
8.89
12.3
119
.90
1212
2.88
4.21
7.66
10.5
87.
6610
.58
3.28
4.80
8.71
11.9
519
.33
8.71
11.9
519
.33
1216
2.88
4.21
7.66
10.5
87.
6610
.58
3.28
4.80
8.71
11.9
519
.33
8.71
11.9
519
.33
1224
2.88
4.21
7.66
10.5
87.
6610
.58
3.28
4.80
8.71
11.9
519
.33
8.71
11.9
519
.33
1412
2.82
4.11
7.46
10.2
17.
4610
.21
3.25
4.68
8.51
11.5
418
.69
8.51
11.5
418
.69
1416
2.82
4.11
7.46
10.2
17.
4610
.21
3.25
4.68
8.51
11.5
418
.69
8.51
11.5
418
.69
1424
2.82
4.11
7.46
10.2
17.
4610
.21
3.25
4.68
8.51
11.5
418
.69
8.51
11.5
418
.69
1612
2.76
4.00
7.16
9.80
7.16
9.80
3.22
4.56
8.18
11.0
917
.97
8.18
11.0
917
.97
1616
2.76
4.00
7.16
9.80
7.16
9.80
3.22
4.56
8.18
11.0
917
.97
8.18
11.0
917
.97
1624
2.76
4.00
7.16
9.80
7.16
9.80
3.22
4.56
8.18
11.0
917
.97
8.18
11.0
917
.97
5 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S16
2-(m
ils)
50 k
si50
ksi
97
1000
S13
7-(m
ils)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
464.
908.
8113
.19
22.4
38.
8113
.19
22.4
35.
7410
.03
13.7
724
.62
10.0
313
.77
24.6
2
816
3.46
4.90
8.81
13.1
922
.43
8.81
13.1
922
.43
5.74
10.0
313
.77
24.6
210
.03
13.7
724
.62
824
3.46
4.90
8.81
13.1
922
.43
8.81
13.1
922
.43
5.74
10.0
313
.77
24.6
210
.03
13.7
724
.62
912
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
916
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
924
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
1012
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1016
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1024
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1212
3.38
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.67
13.4
123
.64
9.67
13.4
123
.64
1216
3.38
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.67
13.4
123
.64
9.67
13.4
123
.64
1224
3.38
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.67
13.4
123
.64
9.67
13.4
123
.64
1412
3.32
4.76
8.40
12.2
320
.62
8.40
12.2
320
.62
5.51
9.45
13.1
923
.05
9.45
13.1
923
.05
1416
3.32
4.76
8.40
12.2
320
.62
8.40
12.2
320
.62
5.51
9.45
13.1
923
.05
9.45
13.1
923
.05
1424
3.32
4.76
8.40
12.2
320
.62
8.40
12.2
320
.62
5.51
9.45
13.1
923
.05
9.45
13.1
923
.05
1612
3.26
4.70
8.23
11.8
419
.84
8.23
11.8
419
.84
5.42
9.19
12.9
322
.41
9.19
12.9
322
.41
1616
3.26
4.70
8.23
11.8
419
.84
8.23
11.8
419
.84
5.42
9.19
12.9
322
.41
9.19
12.9
322
.41
1624
3.26
4.70
8.23
11.8
419
.84
8.23
11.8
419
.84
5.42
9.19
12.9
322
.41
9.19
12.9
322
.41
5 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S25
0-(m
ils)
50 k
si50
ksi
97
1000
S20
0-(m
ils)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
5011
.17
15.4
226
.76
11.1
715
.42
26.7
6
816
6.50
11.1
715
.42
26.7
611
.17
15.4
226
.76
824
6.50
11.1
715
.42
26.7
611
.17
15.4
226
.76
912
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
916
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
924
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
1012
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1016
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1024
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1212
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1216
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1224
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1412
6.26
10.5
814
.56
25.3
810
.58
14.5
625
.38
1416
6.26
10.5
814
.56
25.3
810
.58
14.5
625
.38
1424
6.26
10.5
814
.56
25.3
810
.58
14.5
625
.38
1612
6.15
10.3
114
.18
24.6
110
.31
14.1
824
.61
1616
6.15
10.3
114
.18
24.6
110
.31
14.1
824
.61
1624
6.15
10.3
114
.18
24.6
110
.31
14.1
824
.61
5 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
1000
S30
0-(m
ils)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
974.
377.
9811
.17
7.98
11.1
73.
384.
979.
0512
.61
20.3
89.
0512
.61
20.3
8
816
2.97
4.37
7.98
11.1
77.
9811
.17
3.38
4.97
9.05
12.6
120
.38
9.05
12.6
120
.38
824
2.97
4.37
7.98
11.1
77.
9811
.17
3.38
4.97
9.05
12.6
120
.38
9.05
12.6
120
.38
912
2.95
4.33
7.91
11.0
47.
9111
.04
3.36
4.93
8.97
12.4
620
.15
8.97
12.4
620
.15
916
2.95
4.33
7.91
11.0
47.
9111
.04
3.36
4.93
8.97
12.4
620
.15
8.97
12.4
620
.15
924
2.95
4.33
7.91
11.0
47.
9111
.04
3.36
4.93
8.97
12.4
620
.15
8.97
12.4
620
.15
1012
2.93
4.29
7.83
10.9
07.
8310
.90
3.33
4.89
8.89
12.3
119
.90
8.89
12.3
119
.90
1016
2.93
4.29
7.83
10.9
07.
8310
.90
3.33
4.89
8.89
12.3
119
.90
8.89
12.3
119
.90
1024
2.93
4.29
7.83
10.9
07.
8310
.90
3.33
4.89
8.89
12.3
119
.90
8.89
12.3
119
.90
1212
2.88
4.21
7.66
10.5
87.
6610
.58
3.28
4.80
8.71
11.9
519
.33
8.71
11.9
519
.33
1216
2.88
4.21
7.66
10.5
87.
6610
.58
3.28
4.80
8.71
11.9
519
.33
8.71
11.9
519
.33
1224
2.78
4.21
7.55
10.5
87.
6610
.58
3.28
4.80
8.58
11.9
519
.33
8.71
11.9
519
.33
1412
2.82
4.11
7.46
10.2
17.
4610
.21
3.25
4.68
8.51
11.5
418
.69
8.51
11.5
418
.69
1416
2.80
4.11
7.46
10.2
17.
4610
.21
3.25
4.68
8.51
11.5
418
.69
8.51
11.5
418
.69
1424
2.34
4.08
7.11
10.2
17.
4610
.21
2.87
4.68
8.14
11.5
418
.69
8.51
11.5
418
.69
1612
2.73
4.00
7.16
9.80
7.16
9.80
3.22
4.56
8.18
11.0
917
.97
8.18
11.0
917
.97
1616
2.44
4.00
7.16
9.80
7.16
9.80
2.99
4.56
8.18
11.0
917
.97
8.18
11.0
917
.97
1624
1.86
73.
546.
619.
777.
169.
802.
394.
247.
6311
.09
17.9
78.
1811
.09
17.9
7
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
1000
S13
7-(m
ils)
5468
15 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S16
2-(m
ils)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
464.
908.
8113
.19
22.4
38.
8113
.19
22.4
35.
7410
.03
13.7
724
.62
10.0
313
.77
24.6
2
816
3.46
4.90
8.81
13.1
922
.43
8.81
13.1
922
.43
5.74
10.0
313
.77
24.6
210
.03
13.7
724
.62
824
3.46
4.90
8.81
13.1
922
.43
8.81
13.1
922
.43
5.74
10.0
313
.77
24.6
210
.03
13.7
724
.62
912
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
916
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
924
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
1012
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1016
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1024
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1212
3.38
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.67
13.4
123
.64
9.67
13.4
123
.64
1216
3.38
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.67
13.4
123
.64
9.67
13.4
123
.64
1224
3.38
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.67
13.4
123
.64
9.67
13.4
123
.64
1412
3.32
4.76
8.40
12.2
320
.62
8.40
12.2
320
.62
5.51
9.45
13.1
923
.05
9.45
13.1
923
.05
1416
3.32
4.76
8.40
12.2
320
.62
8.40
12.2
320
.62
5.51
9.45
13.1
923
.05
9.45
13.1
923
.05
1424
2.98
4.76
8.40
12.2
320
.62
8.40
12.2
320
.62
5.51
9.45
13.1
923
.05
9.45
13.1
923
.05
1612
3.26
4.70
8.23
11.8
419
.84
8.23
11.8
419
.84
5.42
9.19
12.9
322
.41
9.19
12.9
322
.41
1616
3.07
4.70
8.23
11.8
419
.84
8.23
11.8
419
.84
5.42
9.19
12.9
322
.41
9.19
12.9
322
.41
1624
2.48
4.35
8.22
11.8
419
.84
8.23
11.8
419
.84
5.30
9.06
12.9
322
.41
9.19
12.9
322
.41
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
1000
S20
0-(m
ils)
5468
15 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S25
0-(m
ils)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
5011
.17
15.4
226
.76
11.1
715
.42
26.7
6
816
6.50
11.1
715
.42
26.7
611
.17
15.4
226
.76
824
6.50
11.1
715
.42
26.7
611
.17
15.4
226
.76
912
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
916
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
924
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
1012
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1016
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1024
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1212
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1216
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1224
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1412
6.26
10.5
814
.56
25.3
810
.58
14.5
625
.38
1416
6.26
10.5
814
.56
25.3
810
.58
14.5
625
.38
1424
6.26
10.5
814
.56
25.3
810
.58
14.5
625
.38
1612
6.15
10.3
114
.18
24.6
110
.31
14.1
824
.61
1616
6.15
10.3
114
.18
24.6
110
.31
14.1
824
.61
1624
6.15
10.3
114
.18
24.6
110
.31
14.1
824
.61
15 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
1000
S30
0-(m
ils)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
753.
906.
608.
9613
.34
6.60
8.96
13.3
44.
537.
3610
.26
16.1
47.
3610
.26
16.1
4
816
2.67
3.90
6.60
8.96
13.3
46.
608.
9613
.34
4.53
7.36
10.2
616
.14
7.36
10.2
616
.14
824
2.25
73.
566.
388.
9613
.34
6.60
8.96
13.3
44.
417.
3610
.26
16.1
47.
3610
.26
16.1
4
912
2.56
3.81
6.28
8.49
12.2
76.
288.
4912
.27
4.38
6.99
9.80
14.8
96.
999.
8014
.89
916
2.29
73.
596.
158.
4912
.27
6.28
8.49
12.2
74.
386.
999.
8014
.89
6.99
9.80
14.8
9
924
1.80
63.
01 6
5.36
7.75
11.7
15.
938.
4911
.71
3.79
76.
369.
4914
.89
6.99
9.80
14.8
9
1012
2.21
73.
425.
677.
9111
.18
5.86
7.91
11.1
84.
206.
449.
1813
.62
6.44
9.18
13.6
2
1016
1.91
63.
06 7
5.19
7.36
10.8
45.
657.
9110
.84
3.83
6.07
9.01
13.6
26.
449.
1813
.62
1024
1.38
32.
42 6
4.35
66.
39 7
9.61
4.94
67.
26 7
9.61
3.17
65.
20 7
7.97
12.4
75.
90 7
8.68
13.6
2
1212
1.54
62.
49 6
4.02
75.
558.
094.
43 7
6.13
8.09
3.17
64.
987.
0610
.41
5.49
7.55
11.0
7
1216
1.21
32.
09 6
3.53
65.
00 6
7.40
4.01
65.
68 6
7.40
2.74
64.
43 6
6.44
79.
655.
03 6
7.01
710
.87
1224
0.64
21.
41 3
2.71
34.
07 6
6.24
63.
29 3
4.91
66.
24 6
2.02
33.
51 6
5.40
68.
37 7
4.25
66.
11 6
9.88
7
1412
0.99
31.
67 3
2.68
63.
77 6
5.55
73.
05 6
4.29
65.
55 7
2.27
63.
47 6
4.89
67.
293.
95 6
5.34
68.
24
1416
0.66
21.
28 2
2.24
33.
28 3
4.94
62.
67 3
3.88
34.
94 6
1.84
32.
96 3
4.34
66.
61 6
3.52
34.
85 6
7.71
6
1424
-0.
63 2
1.50
22.
46 2
3.92
32.
02 2
3.20
23.
92 3
1.12
22.
10 2
3.41
35.
47 6
2.79
24.
04 3
6.82
6
1612
0.55
21.
06 2
1.76
32.
54 3
3.82
62.
09 3
3.00
33.
82 6
1.52
32.
32 3
3.36
65.
10 6
2.75
33.
75 6
5.93
6
1616
0.09
20.
70 2
1.37
22.
11 2
3.29
31.
75 2
2.64
23.
29 3
1.12
21.
87 2
2.87
34.
51 6
2.37
23.
32 3
5.47
6
1624
--
0.71
21.
39 2
2.39
21.
18 2
2.04
22.
39 2
0.45
21.
11 2
2.06
23.
52 3
1.72
22.
61 2
4.69
3
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
362S
250-
(mils
)
50 k
si50
ksi
9754
68
15 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
200-
(mils
)
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
228.
4311
.18
17.9
68.
4311
.18
17.9
6
816
5.22
8.43
11.1
817
.96
8.43
11.1
817
.96
824
5.22
8.43
11.1
817
.96
8.43
11.1
817
.96
912
5.04
8.03
10.6
116
.93
8.03
10.6
116
.93
916
5.04
8.03
10.6
116
.93
8.03
10.6
116
.93
924
4.59
7.64
10.6
116
.93
8.03
10.6
116
.93
1012
4.84
7.60
9.94
15.9
57.
609.
9415
.95
1016
4.60
7.40
9.94
15.9
57.
609.
9415
.95
1024
3.89
66.
469.
0715
.25
7.20
9.94
15.2
5
1212
3.83
75.
928.
2912
.70
6.45
8.96
12.7
0
1216
3.37
65.
34 7
7.60
11.8
75.
96 7
8.38
11.8
7
1224
2.59
34.
35 6
6.46
610
.48
5.12
67.
41 6
10.4
8
1412
2.78
64.
24 6
5.92
79.
004.
75 6
6.54
79.
00
1416
2.32
33.
68 6
5.29
68.
26 7
4.27
66.
01 6
8.26
7
1424
1.54
22.
76 3
4.24
37.
03 6
3.48
35.
11 3
7.03
6
1612
1.95
32.
94 3
4.10
66.
38 7
3.40
34.
64 6
6.38
7
1616
1.51
22.
44 3
3.55
35.
73 6
2.97
34.
18 3
5.73
6
1624
0.77
21.
60 2
2.62
24.
65 3
2.25
23.
39 2
4.65
3
5468
15 p
sf L
ater
al L
oad
97
33 k
si
362S
300-
(mils
)
50 k
si
97
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
383.
305.
757.
555.
757.
552.
823.
856.
718.
7613
.07
6.71
8.76
13.0
7
816
2.29
3.30
5.75
7.55
5.75
7.55
2.82
3.85
6.71
8.76
13.0
76.
718.
7613
.07
824
1.91
73.
025.
427.
535.
757.
552.
42 7
3.70
6.61
8.76
13.0
76.
718.
7613
.07
912
2.21
3.17
5.39
7.07
5.39
7.07
2.70
3.69
6.29
8.22
12.1
46.
298.
2212
.14
916
1.97
73.
015.
207.
075.
397.
072.
443.
666.
298.
2212
.14
6.29
8.22
12.1
4
924
1.53
62.
52 6
4.47
76.
315.
18 7
7.07
1.97
63.
15 7
5.53
7.70
12.0
26.
288.
2212
.14
1012
1.90
72.
884.
806.
575.
016.
572.
343.
495.
827.
6511
.19
5.86
7.65
11.1
9
1016
1.63
62.
57 7
4.36
6.06
4.94
6.57
2.05
63.
17 7
5.35
7.35
11.1
95.
867.
6511
.19
1024
1.15
32.
03 6
3.59
65.
16 7
4.33
66.
08 7
1.54
62.
60 6
4.52
66.
39 7
10.0
45.
31 6
7.37
711
.19
1212
1.30
62.
09 6
3.36
64.
67 7
3.87
65.
30 7
1.66
62.
60 6
4.15
75.
718.
624.
70 7
6.38
9.26
1216
1.01
31.
75 3
2.90
64.
15 6
3.50
64.
88 6
1.34
32.
24 6
3.66
65.
14 7
7.92
4.30
65.
93 7
9.04
1224
0.49
21.
16 2
2.14
33.
27 3
2.87
34.
17 3
0.78
21.
61 3
2.83
34.
19 6
6.73
63.
62 3
5.16
68.
12 6
1412
0.81
21.
43 3
2.25
63.
21 6
2.73
63.
79 6
1.09
31.
83 3
2.85
63.
99 6
6.06
73.
36 6
4.63
66.
95 7
1416
0.52
21.
09 2
1.83
32.
73 3
2.38
33.
40 3
0.76
21.
46 3
2.39
33.
47 6
5.42
62.
99 3
4.20
66.
45 6
1424
-0.
51 2
1.12
21.
92 2
1.80
22.
74 2
-0.
84 2
1.62
22.
59 3
4.35
32.
36 2
3.49
35.
61 3
1612
0.44
20.
91 2
1.46
32.
14 3
1.89
32.
66 3
0.65
21.
23 2
1.90
32.
73 3
4.21
62.
37 3
3.30
35.
00 6
1616
-0.
59 2
1.08
21.
71 2
1.58
22.
31 2
0.34
20.
88 2
1.49
22.
27 3
3.65
32.
03 2
2.92
34.
56 3
1624
--
0.45
21.
00 2
1.06
21.
73 2
-0.
03 1
0.80
21.
48 2
2.70
21.
46 2
2.28
23.
81 2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
400S
137-
(mils
)
5468
15 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
864.
056.
949.
5814
.87
6.94
9.58
14.8
74.
727.
7910
.79
17.5
87.
7910
.79
17.5
8
816
2.86
4.05
6.94
9.58
14.8
76.
949.
5814
.87
4.72
7.79
10.7
917
.58
7.79
10.7
917
.58
824
2.55
3.96
6.94
9.58
14.8
76.
949.
5814
.87
4.72
7.79
10.7
917
.58
7.79
10.7
917
.58
912
2.78
3.98
6.72
9.14
13.8
86.
729.
1413
.88
4.59
7.46
10.4
716
.66
7.46
10.4
716
.66
916
2.60
3.98
6.72
9.14
13.8
86.
729.
1413
.88
4.59
7.46
10.4
716
.66
7.46
10.4
716
.66
924
2.13
63.
456.
248.
9913
.88
6.72
9.14
13.8
84.
297.
2910
.47
16.6
67.
4610
.47
16.6
6
1012
2.53
3.88
6.38
8.70
12.8
46.
388.
7012
.84
4.45
7.11
10.0
015
.47
7.11
10.0
015
.47
1016
2.24
73.
546.
118.
7012
.84
6.38
8.70
12.8
44.
347.
1110
.00
15.4
77.
1110
.00
15.4
7
1024
1.71
62.
92 6
5.26
77.
7012
.11
5.87
78.
6012
.11
3.70
76.
259.
4215
.36
6.97
10.0
015
.47
1212
1.87
62.
98 7
4.91
6.87
10.3
65.
357.
4810
.36
3.72
5.87
8.51
13.0
26.
368.
8613
.02
1216
1.53
32.
57 6
4.38
66.
26 7
9.61
4.90
67.
01 7
9.61
3.29
65.
30 7
7.85
12.2
65.
93 7
8.47
13.0
2
1224
0.94
21.
86 3
3.49
65.
24 6
8.34
74.
13 6
6.16
68.
34 7
2.55
64.
34 6
6.72
610
.87
5.12
67.
49 6
12.3
3
1412
1.29
32.
14 6
3.48
64.
89 6
7.41
3.90
65.
49 6
7.41
2.79
64.
38 6
6.25
79.
514.
93 6
6.76
710
.46
1416
0.93
21.
71 3
2.97
64.
32 6
6.72
73.
47 6
5.02
66.
72 7
2.34
33.
81 6
5.61
68.
754.
45 6
6.21
69.
85
1424
0.09
21.
00 2
2.13
33.
37 3
5.56
62.
73 3
4.23
35.
56 6
1.56
22.
86 3
4.54
37.
47 6
3.64
35.
28 3
8.81
6
1612
0.81
21.
44 3
2.37
33.
42 6
5.24
62.
75 3
3.96
65.
24 6
2.00
33.
08 6
4.45
66.
85 7
3.58
64.
92 6
7.70
7
1616
0.47
21.
04 2
1.91
32.
91 3
4.63
62.
36 3
3.54
34.
63 6
1.55
22.
56 3
3.88
36.
17 6
3.14
34.
42 3
7.15
6
1624
-0.
09 2
1.15
22.
06 2
3.60
31.
70 2
2.83
23.
60 3
0.80
21.
68 2
2.92
25.
03 3
2.39
23.
58 2
6.23
3
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
400S
200-
(mils
)
5468
15 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
438.
8711
.84
19.5
08.
8711
.84
19.5
0
816
5.43
8.87
11.8
419
.50
8.87
11.8
419
.50
824
5.43
8.87
11.8
419
.50
8.87
11.8
419
.50
912
5.28
8.52
11.3
518
.54
8.52
11.3
518
.54
916
5.28
8.52
11.3
518
.54
8.52
11.3
518
.54
924
5.15
8.52
11.3
518
.54
8.52
11.3
518
.54
1012
5.11
8.15
10.5
317
.55
8.15
10.5
317
.55
1016
5.11
8.15
10.5
317
.55
8.15
10.5
317
.55
1024
4.50
7.53
10.3
817
.55
8.15
10.5
317
.55
1212
4.46
7.03
9.78
15.3
07.
349.
8415
.30
1216
4.00
76.
439.
0714
.89
7.08
9.84
14.8
9
1224
3.20
65.
39 6
7.86
713
.38
6.20
68.
87 7
13.3
8
1412
3.40
65.
26 7
7.44
11.6
05.
82 7
8.14
11.6
0
1416
2.91
64.
65 6
6.73
710
.77
5.30
67.
54 7
10.7
7
1424
2.08
33.
62 3
5.53
69.
37 6
4.43
36.
53 6
9.37
6
1612
2.49
63.
86 6
5.39
68.
454.
40 6
6.03
68.
45
1616
2.01
33.
28 3
4.74
67.
71 6
3.90
35.
48 6
7.71
6
1624
1.20
22.
32 2
3.66
36.
47 6
3.08
24.
57 3
6.47
6
15 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
400S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
653.
806.
899.
246.
899.
243.
074.
387.
9310
.57
16.4
37.
9310
.57
16.4
3
816
2.65
3.80
6.89
9.24
6.89
9.24
3.07
4.38
7.93
10.5
716
.43
7.93
10.5
716
.43
824
2.65
3.80
6.89
9.24
6.89
9.24
3.07
4.38
7.93
10.5
716
.43
7.93
10.5
716
.43
912
2.60
3.72
6.65
8.91
6.65
8.91
3.05
4.28
7.68
10.2
115
.86
7.68
10.2
115
.86
916
2.60
3.72
6.65
8.91
6.65
8.91
3.05
4.28
7.68
10.2
115
.86
7.68
10.2
115
.86
924
2.41
3.72
6.65
8.91
6.65
8.91
2.95
4.28
7.68
10.2
115
.86
7.68
10.2
115
.86
1012
2.55
3.62
6.39
8.57
6.39
8.57
3.00
4.17
7.39
9.82
15.2
67.
399.
8215
.26
1016
2.51
3.62
6.39
8.57
6.39
8.57
3.00
4.17
7.39
9.82
15.2
67.
399.
8215
.26
1024
2.10
73.
386.
208.
576.
398.
572.
624.
087.
399.
8215
.26
7.39
9.82
15.2
6
1212
2.27
3.41
5.83
7.82
5.83
7.82
2.75
3.93
6.75
8.98
13.9
36.
758.
9813
.93
1216
1.98
63.
135.
517.
775.
837.
822.
45 7
3.78
6.63
8.98
13.9
36.
758.
9813
.93
1224
1.47
62.
55 6
4.65
76.
765.
48 7
7.79
1.90
63.
17 6
5.72
78.
1813
.70
6.60
78.
9813
.93
1412
1.76
62.
79 7
4.71
6.64
5.23
7.02
2.18
63.
38 7
5.69
7.93
12.5
26.
088.
0912
.52
1416
1.43
62.
41 6
4.17
66.
014.
88 6
6.88
1.83
62.
99 6
5.12
77.
2612
.00
5.87
78.
0912
.52
1424
0.85
31.
74 3
3.24
64.
92 6
4.14
66.
03 6
1.20
32.
28 3
4.12
66.
09 6
10.5
25.
08 6
7.28
612
.03
1612
1.28
32.
16 6
3.57
65.
11 7
4.17
65.
87 7
1.64
62.
67 6
4.38
66.
1910
.15
5.03
67.
0011
.05
1616
0.93
31.
75 3
3.02
64.
48 6
3.74
65.
37 6
1.26
32.
24 3
3.79
65.
51 6
9.28
4.56
66.
46 6
10.4
9
1624
0.06
21.
05 2
2.10
33.
39 3
2.99
34.
50 3
0.60
21.
49 2
2.79
34.
34 6
7.81
63.
75 3
5.53
69.
31 6
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
550S
137-
(mils
)
5468
15 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
154.
457.
8111
.26
18.3
77.
8111
.26
18.3
75.
208.
8612
.17
20.7
68.
8612
.17
20.7
6
816
3.15
4.45
7.81
11.2
618
.37
7.81
11.2
618
.37
5.20
8.86
12.1
720
.76
8.86
12.1
720
.76
824
3.15
4.45
7.81
11.2
618
.37
7.81
11.2
618
.37
5.20
8.86
12.1
720
.76
8.86
12.1
720
.76
912
3.10
4.40
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
916
3.10
4.40
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
924
3.06
4.40
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
1012
3.05
4.34
7.52
10.6
117
.10
7.52
10.6
117
.10
5.04
8.44
11.7
519
.72
8.44
11.7
519
.72
1016
3.05
4.34
7.52
10.6
117
.10
7.52
10.6
117
.10
5.04
8.44
11.7
519
.72
8.44
11.7
519
.72
1024
2.74
4.29
7.52
10.6
117
.10
7.52
10.6
117
.10
5.04
8.44
11.7
519
.72
8.44
11.7
519
.72
1212
2.89
4.23
7.18
9.91
15.6
77.
189.
9115
.67
4.84
7.94
11.2
618
.49
7.94
11.2
618
.49
1216
2.60
4.10
7.18
9.91
15.6
77.
189.
9115
.67
4.84
7.94
11.2
618
.49
7.94
11.2
618
.49
1224
2.06
63.
46 7
6.41
9.47
15.6
77.
099.
9115
.67
4.30
7.46
11.2
618
.49
7.94
11.2
618
.49
1412
2.37
73.
776.
459.
2014
.13
6.64
9.20
14.1
34.
567.
3910
.48
16.7
37.
3910
.48
16.7
3
1416
2.01
63.
33 7
5.86
8.60
14.0
46.
469.
2014
.04
4.12
76.
8810
.31
16.7
37.
3910
.48
16.7
3
1424
1.37
32.
56 6
4.82
67.
37 7
12.4
95.
60 6
8.49
712
.49
3.33
65.
80 6
9.03
15.6
76.
70 6
9.95
16.7
3
1612
1.84
63.
04 6
5.13
77.
3611
.93
5.68
78.
1311
.93
3.78
76.
099.
0414
.78
6.73
9.59
14.9
1
1616
1.45
32.
55 6
4.50
66.
63 7
11.0
15.
15 6
7.53
711
.01
3.28
65.
43 6
8.25
13.7
96.
19 6
9.02
14.9
1
1624
0.75
21.
71 3
3.43
35.
39 6
9.45
64.
24 3
6.52
69.
45 6
2.39
34.
28 6
6.89
612
.09
75.
24 6
7.86
613
.65
7
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
550S
200-
(mils
)
5468
15 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
959.
9813
.55
23.0
89.
9813
.55
23.0
8
816
5.95
9.98
13.5
523
.08
9.98
13.5
523
.08
824
5.95
9.98
13.5
523
.08
9.98
13.5
523
.08
912
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
916
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
924
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
1012
5.76
9.54
12.9
121
.80
9.54
12.9
121
.80
1016
5.76
9.54
12.9
121
.80
9.54
12.9
121
.80
1024
5.76
9.54
12.9
121
.80
9.54
12.9
121
.80
1212
5.54
9.02
12.1
720
.40
9.02
12.1
720
.40
1216
5.54
9.02
12.1
720
.40
9.02
12.1
720
.40
1224
5.16
8.84
12.1
720
.40
9.02
12.1
720
.40
1412
5.28
8.44
11.1
418
.97
8.44
11.1
418
.97
1416
4.93
8.18
11.1
418
.97
8.44
11.1
418
.97
1424
4.09
67.
04 7
10.0
718
.55
7.96
711
.14
18.5
5
1612
4.52
7.29
10.3
217
.27
7.81
10.5
917
.27
1616
3.99
66.
58 7
9.47
16.5
37.
36 7
10.4
616
.53
1624
3.05
65.
34 6
8.03
614
.71
6.34
69.
27 6
14.7
1
15 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
550S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
713.
917.
099.
617.
099.
613.
124.
508.
1410
.96
17.1
78.
1410
.96
17.1
7
816
2.71
3.91
7.09
9.61
7.09
9.61
3.12
4.50
8.14
10.9
617
.17
8.14
10.9
617
.17
824
2.71
3.91
7.09
9.61
7.09
9.61
3.12
4.50
8.14
10.9
617
.17
8.14
10.9
617
.17
912
2.67
3.84
6.93
9.32
6.93
9.32
3.10
4.41
7.98
10.6
516
.68
7.98
10.6
516
.68
916
2.67
3.84
6.93
9.32
6.93
9.32
3.10
4.41
7.98
10.6
516
.68
7.98
10.6
516
.68
924
2.61
3.84
6.93
9.32
6.93
9.32
3.10
4.41
7.98
10.6
516
.68
7.98
10.6
516
.68
1012
2.62
3.75
6.70
9.01
6.70
9.01
3.07
4.31
7.72
10.3
016
.14
7.72
10.3
016
.14
1016
2.62
3.75
6.70
9.01
6.70
9.01
3.07
4.31
7.72
10.3
016
.14
7.72
10.3
016
.14
1024
2.34
3.70
6.70
9.01
6.70
9.01
2.87
4.31
7.72
10.3
016
.14
7.72
10.3
016
.14
1212
2.49
3.56
6.20
8.34
6.20
8.34
2.96
4.10
7.15
9.55
14.9
57.
159.
5514
.95
1216
2.23
73.
486.
208.
346.
208.
342.
744.
107.
159.
5514
.95
7.15
9.55
14.9
5
1224
1.74
62.
93 7
5.39
7.79
6.20
8.34
2.22
63.
59 7
6.54
9.30
14.9
57.
159.
5514
.95
1412
2.03
73.
165.
457.
615.
657.
612.
48 7
3.80
6.53
8.74
13.6
66.
548.
7413
.66
1416
1.71
62.
80 6
4.92
77.
055.
62 7
7.61
2.14
63.
42 7
5.96
8.42
13.6
66.
548.
7413
.66
1424
1.14
32.
15 6
3.97
65.
94 6
4.89
67.
07 6
1.53
32.
73 6
4.95
67.
25 7
12.4
55.
92 6
8.44
713
.66
1612
1.56
62.
55 6
4.29
76.
134.
92 7
6.85
1.95
63.
12 6
5.21
7.34
12.0
95.
887.
8812
.31
1616
1.21
32.
14 6
3.73
65.
47 6
4.47
66.
40 6
1.57
32.
68 6
4.60
66.
63 7
11.1
75.
40 6
7.62
712
.31
1624
0.58
21.
43 3
2.75
34.
32 6
3.69
35.
49 6
0.90
21.
92 3
3.55
65.
41 6
9.60
74.
56 6
6.66
611
.20
7
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
600S
137-
(mils
)
5468
15 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
214.
538.
0011
.63
19.1
48.
0011
.63
19.1
45.
319.
0912
.47
21.4
89.
0912
.47
21.4
8
816
3.21
4.53
8.00
11.6
319
.14
8.00
11.6
319
.14
5.31
9.09
12.4
721
.48
9.09
12.4
721
.48
824
3.21
4.53
8.00
11.6
319
.14
8.00
11.6
319
.14
5.31
9.09
12.4
721
.48
9.09
12.4
721
.48
912
3.17
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
916
3.17
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
924
3.17
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
1012
3.12
4.44
7.75
11.0
518
.02
7.75
11.0
518
.02
5.16
8.72
12.1
120
.55
8.72
12.1
120
.55
1016
3.12
4.44
7.75
11.0
518
.02
7.75
11.0
518
.02
5.16
8.72
12.1
120
.55
8.72
12.1
120
.55
1024
2.96
4.44
7.75
11.0
518
.02
7.75
11.0
518
.02
5.16
8.72
12.1
120
.55
8.72
12.1
120
.55
1212
3.01
4.34
7.45
10.4
116
.74
7.45
10.4
116
.74
4.99
8.28
11.6
819
.55
8.28
11.6
819
.55
1216
2.84
4.34
7.45
10.4
116
.74
7.45
10.4
116
.74
4.99
8.28
11.6
819
.55
8.28
11.6
819
.55
1224
2.32
73.
857.
1210
.41
16.7
47.
4510
.41
16.7
44.
738.
2511
.68
19.5
58.
2811
.68
19.5
5
1412
2.63
4.18
7.05
9.75
15.3
47.
059.
7515
.34
4.80
7.79
11.1
418
.08
7.79
11.1
418
.08
1416
2.29
63.
776.
699.
7515
.34
7.05
9.75
15.3
44.
587.
7211
.14
18.0
87.
7911
.14
18.0
8
1424
1.66
63.
02 6
5.67
78.
5514
.60
6.45
79.
6414
.60
3.82
66.
6810
.34
18.0
67.
5711
.14
18.0
8
1612
2.13
63.
49 7
5.97
8.64
13.8
76.
508.
9613
.87
4.27
6.88
10.2
916
.40
7.12
10.2
916
.40
1616
1.73
63.
01 6
5.33
77.
8913
.10
5.99
78.
8213
.10
3.78
66.
239.
5716
.21
6.98
10.2
916
.40
1624
1.03
32.
17 3
4.23
66.
59 6
11.4
5 7
5.07
67.
77 6
11.4
5 7
2.91
65.
09 6
8.18
714
.43
6.05
69.
19 7
16.0
7
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
600S
200-
(mils
)
5468
15 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
0510
.22
13.9
123
.87
10.2
213
.91
23.8
7
816
6.05
10.2
213
.91
23.8
710
.22
13.9
123
.87
824
6.05
10.2
213
.91
23.8
710
.22
13.9
123
.87
912
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
916
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
924
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
1012
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1016
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1024
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1212
5.71
9.38
12.7
121
.46
9.38
12.7
121
.46
1216
5.71
9.38
12.7
121
.46
9.38
12.7
121
.46
1224
5.63
9.38
12.7
121
.46
9.38
12.7
121
.46
1412
5.48
8.86
11.9
720
.13
8.86
11.9
720
.13
1416
5.43
8.86
11.9
720
.13
8.86
11.9
720
.13
1424
4.64
78.
0011
.54
20.1
38.
8611
.97
20.1
3
1612
5.06
8.27
11.1
018
.82
8.30
11.1
018
.82
1616
4.55
77.
5710
.72
18.8
28.
3011
.10
18.8
2
1624
3.63
66.
33 6
9.29
717
.31
7.34
610
.53
717
.31
15 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
600S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
874.
207.
6510
.60
7.65
10.6
03.
284.
808.
7112
.01
19.2
08.
7112
.01
19.2
0
816
2.87
4.20
7.65
10.6
07.
6510
.60
3.28
4.80
8.71
12.0
119
.20
8.71
12.0
119
.20
824
2.87
4.20
7.65
10.6
07.
6510
.60
3.28
4.80
8.71
12.0
119
.20
8.71
12.0
119
.20
912
2.85
4.15
7.55
10.4
27.
5510
.42
3.25
4.74
8.61
11.8
118
.87
8.61
11.8
118
.87
916
2.85
4.15
7.55
10.4
27.
5510
.42
3.25
4.74
8.61
11.8
118
.87
8.61
11.8
118
.87
924
2.85
4.15
7.55
10.4
27.
5510
.42
3.25
4.74
8.61
11.8
118
.87
8.61
11.8
118
.87
1012
2.82
4.10
7.45
10.2
17.
4510
.21
3.22
4.68
8.50
11.5
818
.52
8.50
11.5
818
.52
1016
2.82
4.10
7.45
10.2
17.
4510
.21
3.22
4.68
8.50
11.5
818
.52
8.50
11.5
818
.52
1024
2.82
4.10
7.45
10.2
17.
4510
.21
3.22
4.68
8.50
11.5
818
.52
8.50
11.5
818
.52
1212
2.75
3.97
7.18
9.76
7.18
9.76
3.18
4.55
8.22
11.0
817
.72
8.22
11.0
817
.72
1216
2.75
3.97
7.18
9.76
7.18
9.76
3.18
4.55
8.22
11.0
817
.72
8.22
11.0
817
.72
1224
2.38
3.97
7.00
9.76
7.18
9.76
2.91
4.55
8.04
11.0
817
.72
8.22
11.0
817
.72
1412
2.66
3.83
6.80
9.25
6.80
9.25
3.13
4.39
7.80
10.5
116
.83
7.80
10.5
116
.83
1416
2.38
3.83
6.80
9.25
6.80
9.25
2.93
4.39
7.80
10.5
116
.83
7.80
10.5
116
.83
1424
1.86
73.
446.
399.
256.
809.
252.
37 7
4.12
7.43
10.5
116
.83
7.80
10.5
116
.83
1612
2.29
3.68
6.39
8.70
6.39
8.70
2.80
4.22
7.33
9.90
15.8
67.
339.
9015
.86
1616
1.95
73.
436.
208.
706.
398.
702.
44 7
4.09
7.33
9.90
15.8
67.
339.
9015
.86
1624
1.31
62.
79 6
5.25
77.
786.
18 7
8.70
1.76
63.
42 6
6.35
9.25
15.8
67.
339.
9015
.86
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
800S
137-
(mils
)
5468
15 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
374.
768.
5112
.62
21.2
28.
5112
.62
21.2
25.
589.
6913
.29
23.4
69.
6913
.29
23.4
6
816
3.37
4.76
8.51
12.6
221
.22
8.51
12.6
221
.22
5.58
9.69
13.2
923
.46
9.69
13.2
923
.46
824
3.37
4.76
8.51
12.6
221
.22
8.51
12.6
221
.22
5.58
9.69
13.2
923
.46
9.69
13.2
923
.46
912
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
916
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
924
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
1012
3.31
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1016
3.31
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1024
3.31
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1212
3.25
4.64
8.16
11.7
919
.64
8.16
11.7
919
.64
5.38
9.18
12.7
822
.11
9.18
12.7
822
.11
1216
3.25
4.64
8.16
11.7
919
.64
8.16
11.7
919
.64
5.38
9.18
12.7
822
.11
9.18
12.7
822
.11
1224
3.01
4.64
8.16
11.7
919
.64
8.16
11.7
919
.64
5.38
9.18
12.7
822
.11
9.18
12.7
822
.11
1412
3.17
4.56
7.94
11.3
018
.68
7.94
11.3
018
.68
5.26
8.86
12.4
621
.33
8.86
12.4
621
.33
1416
3.01
4.56
7.94
11.3
018
.68
7.94
11.3
018
.68
5.26
8.86
12.4
621
.33
8.86
12.4
621
.33
1424
2.46
4.27
7.94
11.3
018
.68
7.94
11.3
018
.68
5.19
8.86
12.4
621
.33
8.86
12.4
621
.33
1612
2.90
4.48
7.69
10.7
817
.63
7.69
10.7
817
.63
5.12
8.50
12.1
020
.53
8.50
12.1
020
.53
1616
2.54
4.33
7.69
10.7
817
.63
7.69
10.7
817
.63
5.12
8.50
12.1
020
.53
8.50
12.1
020
.53
1624
1.87
63.
61 7
6.95
10.4
917
.63
7.66
10.7
817
.63
4.46
8.03
12.1
020
.53
8.50
12.1
020
.53
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
800S
200-
(mils
)
5468
15 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
3410
.83
14.8
725
.72
10.8
314
.87
25.7
2
816
6.34
10.8
314
.87
25.7
210
.83
14.8
725
.72
824
6.34
10.8
314
.87
25.7
210
.83
14.8
725
.72
912
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
916
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
924
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
1012
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1016
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1024
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1212
6.12
10.3
014
.11
24.3
910
.30
14.1
124
.39
1216
6.12
10.3
014
.11
24.3
910
.30
14.1
124
.39
1224
6.12
10.3
014
.11
24.3
910
.30
14.1
124
.39
1412
5.99
9.97
13.6
423
.43
9.97
13.6
423
.43
1416
5.99
9.97
13.6
423
.43
9.97
13.6
423
.43
1424
5.99
9.97
13.6
423
.43
9.97
13.6
423
.43
1612
5.83
9.60
13.1
022
.41
9.60
13.1
022
.41
1616
5.83
9.60
13.1
022
.41
9.60
13.1
022
.41
1624
5.33
9.43
13.1
022
.41
9.60
13.1
022
.41
15 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
800S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
944.
317.
8710
.99
7.87
10.9
93.
354.
928.
9412
.42
20.0
08.
9412
.42
20.0
0
816
2.94
4.31
7.87
10.9
97.
8710
.99
3.35
4.92
8.94
12.4
220
.00
8.94
12.4
220
.00
824
2.94
4.31
7.87
10.9
97.
8710
.99
3.35
4.92
8.94
12.4
220
.00
8.94
12.4
220
.00
912
2.92
4.27
7.79
10.8
47.
7910
.84
3.32
4.87
8.86
12.2
619
.74
8.86
12.2
619
.74
916
2.92
4.27
7.79
10.8
47.
7910
.84
3.32
4.87
8.86
12.2
619
.74
8.86
12.2
619
.74
924
2.92
4.27
7.79
10.8
47.
7910
.84
3.32
4.87
8.86
12.2
619
.74
8.86
12.2
619
.74
1012
2.89
4.23
7.71
10.6
87.
7110
.68
3.30
4.83
8.76
12.0
819
.46
8.76
12.0
819
.46
1016
2.89
4.23
7.71
10.6
87.
7110
.68
3.30
4.83
8.76
12.0
819
.46
8.76
12.0
819
.46
1024
2.89
4.23
7.71
10.6
87.
7110
.68
3.30
4.83
8.76
12.0
819
.46
8.76
12.0
819
.46
1212
2.84
4.13
7.52
10.3
27.
5210
.32
3.25
4.72
8.56
11.6
718
.82
8.56
11.6
718
.82
1216
2.84
4.13
7.52
10.3
27.
5210
.32
3.25
4.72
8.56
11.6
718
.82
8.56
11.6
718
.82
1224
2.65
4.13
7.37
10.3
27.
5210
.32
3.18
4.72
8.41
11.6
718
.82
8.56
11.6
718
.82
1412
2.77
4.02
7.25
9.90
7.25
9.90
3.22
4.59
8.29
11.2
118
.09
8.29
11.2
118
.09
1416
2.66
4.02
7.25
9.90
7.25
9.90
3.21
4.59
8.29
11.2
118
.09
8.29
11.2
118
.09
1424
2.18
3.88
6.88
9.90
7.25
9.90
2.71
4.59
7.91
11.2
118
.09
8.29
11.2
118
.09
1612
2.59
3.90
6.91
9.45
6.91
9.45
3.14
4.45
7.91
10.7
117
.29
7.91
10.7
117
.29
1616
2.27
3.89
6.91
9.45
6.91
9.45
2.81
4.45
7.91
10.7
117
.29
7.91
10.7
117
.29
1624
1.68
63.
296.
329.
426.
919.
452.
18 7
3.98
7.35
10.7
117
.29
7.91
10.7
117
.29
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
925S
137-
(mils
)
5468
15 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
434.
868.
7213
.01
22.0
48.
7213
.01
22.0
45.
699.
9213
.62
24.2
49.
9213
.62
24.2
4
816
3.43
4.86
8.72
13.0
122
.04
8.72
13.0
122
.04
5.69
9.92
13.6
224
.24
9.92
13.6
224
.24
824
3.43
4.86
8.72
13.0
122
.04
8.72
13.0
122
.04
5.69
9.92
13.6
224
.24
9.92
13.6
224
.24
912
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
916
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
924
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
1012
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1016
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1024
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1212
3.33
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.52
13.2
123
.15
9.52
13.2
123
.15
1216
3.33
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.52
13.2
123
.15
9.52
13.2
123
.15
1224
3.30
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.52
13.2
123
.15
9.52
13.2
123
.15
1412
3.27
4.70
8.26
11.9
320
.00
8.26
11.9
320
.00
5.43
9.26
12.9
622
.49
9.26
12.9
622
.49
1416
3.27
4.70
8.26
11.9
320
.00
8.26
11.9
320
.00
5.43
9.26
12.9
622
.49
9.26
12.9
622
.49
1424
2.81
4.68
8.26
11.9
320
.00
8.26
11.9
320
.00
5.43
9.26
12.9
622
.49
9.26
12.9
622
.49
1612
3.20
4.63
8.05
11.5
019
.13
8.05
11.5
019
.13
5.32
8.97
12.6
621
.79
8.97
12.6
621
.79
1616
2.90
4.63
8.05
11.5
019
.13
8.05
11.5
019
.13
5.32
8.97
12.6
621
.79
8.97
12.6
621
.79
1624
2.28
4.10
7.96
11.5
019
.13
8.05
11.5
019
.13
5.03
8.84
12.6
621
.79
8.97
12.6
621
.79
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
925S
200-
(mils
)
5468
15 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
4511
.06
15.2
426
.42
11.0
615
.24
26.4
2
816
6.45
11.0
615
.24
26.4
211
.06
15.2
426
.42
824
6.45
11.0
615
.24
26.4
211
.06
15.2
426
.42
912
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
916
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
924
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
1012
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1016
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1024
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1212
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1216
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1224
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1412
6.17
10.3
814
.26
24.7
610
.38
14.2
624
.76
1416
6.17
10.3
814
.26
24.7
610
.38
14.2
624
.76
1424
6.17
10.3
814
.26
24.7
610
.38
14.2
624
.76
1612
6.05
10.0
913
.84
23.9
010
.09
13.8
423
.90
1616
6.05
10.0
913
.84
23.9
010
.09
13.8
423
.90
1624
5.95
10.0
913
.84
23.9
010
.09
13.8
423
.90
15 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
925S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
974.
377.
9811
.17
7.98
11.1
73.
384.
979.
0512
.61
20.3
89.
0512
.61
20.3
8
816
2.97
4.37
7.98
11.1
77.
9811
.17
3.38
4.97
9.05
12.6
120
.38
9.05
12.6
120
.38
824
2.97
4.37
7.98
11.1
77.
9811
.17
3.38
4.97
9.05
12.6
120
.38
9.05
12.6
120
.38
912
2.95
4.33
7.91
11.0
47.
9111
.04
3.36
4.93
8.97
12.4
620
.15
8.97
12.4
620
.15
916
2.95
4.33
7.91
11.0
47.
9111
.04
3.36
4.93
8.97
12.4
620
.15
8.97
12.4
620
.15
924
2.95
4.33
7.85
11.0
47.
9111
.04
3.36
4.93
8.88
12.4
620
.15
8.97
12.4
620
.15
1012
2.93
4.29
7.83
10.9
07.
8310
.90
3.33
4.89
8.89
12.3
119
.90
8.89
12.3
119
.90
1016
2.93
4.29
7.83
10.9
07.
8310
.90
3.33
4.89
8.89
12.3
119
.90
8.89
12.3
119
.90
1024
2.92
4.29
7.64
10.9
07.
8310
.90
3.33
4.89
8.67
12.2
319
.90
8.89
12.3
119
.90
1212
2.88
4.21
7.66
10.5
87.
6610
.58
3.28
4.80
8.71
11.9
519
.33
8.71
11.9
519
.33
1216
2.88
4.21
7.66
10.5
87.
6610
.58
3.28
4.80
8.71
11.9
519
.33
8.71
11.9
519
.33
1224
2.44
4.21
7.15
10.3
77.
6610
.58
2.96
4.80
8.17
11.6
919
.33
8.71
11.9
519
.33
1412
2.80
4.11
7.46
10.2
17.
4610
.21
3.25
4.68
8.51
11.5
418
.69
8.51
11.5
418
.69
1416
2.49
4.11
7.30
10.2
17.
4610
.21
3.03
4.68
8.32
11.5
418
.69
8.51
11.5
418
.69
1424
1.90
3.64
6.57
9.72
7.46
10.2
12.
424.
387.
5911
.04
18.6
98.
5111
.54
18.6
9
1612
2.44
4.00
7.16
9.80
7.16
9.80
2.99
4.56
8.18
11.0
917
.97
8.18
11.0
917
.97
1616
2.05
3.72
6.85
9.80
7.16
9.80
2.59
4.44
7.87
11.0
917
.97
8.18
11.0
917
.97
1624
1.22
62.
99 7
5.89
8.97
7.03
9.80
1.78
63.
686.
9110
.29
17.9
78.
1811
.09
17.9
7
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
1000
S13
7-(m
ils)
5468
20 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S16
2-(m
ils)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
464.
908.
8113
.19
22.4
38.
8113
.19
22.4
35.
7410
.03
13.7
724
.62
10.0
313
.77
24.6
2
816
3.46
4.90
8.81
13.1
922
.43
8.81
13.1
922
.43
5.74
10.0
313
.77
24.6
210
.03
13.7
724
.62
824
3.46
4.90
8.81
13.1
922
.43
8.81
13.1
922
.43
5.74
10.0
313
.77
24.6
210
.03
13.7
724
.62
912
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
916
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
924
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
1012
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1016
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1024
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1212
3.38
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.67
13.4
123
.64
9.67
13.4
123
.64
1216
3.38
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.67
13.4
123
.64
9.67
13.4
123
.64
1224
3.09
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.60
13.4
123
.64
9.67
13.4
123
.64
1412
3.32
4.76
8.40
12.2
320
.62
8.40
12.2
320
.62
5.51
9.45
13.1
923
.05
9.45
13.1
923
.05
1416
3.14
4.76
8.40
12.2
320
.62
8.40
12.2
320
.62
5.51
9.45
13.1
923
.05
9.45
13.1
923
.05
1424
2.53
4.42
8.18
12.2
320
.62
8.40
12.2
320
.62
5.42
9.01
13.1
923
.05
9.45
13.1
923
.05
1612
3.07
4.70
8.23
11.8
419
.84
8.23
11.8
419
.84
5.42
9.19
12.9
322
.41
9.19
12.9
322
.41
1616
2.68
4.55
8.23
11.8
419
.84
8.23
11.8
419
.84
5.42
9.19
12.9
322
.41
9.19
12.9
322
.41
1624
1.91
73.
757.
5111
.56
19.8
48.
2311
.84
19.8
44.
718.
3312
.93
22.4
19.
1912
.93
22.4
1
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
1000
S20
0-(m
ils)
5468
20 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S25
0-(m
ils)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
5011
.17
15.4
226
.76
11.1
715
.42
26.7
6
816
6.50
11.1
715
.42
26.7
611
.17
15.4
226
.76
824
6.50
11.1
715
.42
26.7
611
.17
15.4
226
.76
912
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
916
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
924
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
1012
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1016
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1024
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1212
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1216
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1224
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1412
6.26
10.5
814
.56
25.3
810
.58
14.5
625
.38
1416
6.26
10.5
814
.56
25.3
810
.58
14.5
625
.38
1424
6.26
10.2
814
.56
25.3
810
.58
14.5
625
.38
1612
6.15
10.3
114
.18
24.6
110
.31
14.1
824
.61
1616
6.15
10.3
114
.18
24.6
110
.31
14.1
824
.61
1624
5.63
9.60
13.9
624
.61
10.3
114
.18
24.6
1
20 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
1000
S30
0-(m
ils)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
043.
075.
306.
925.
316.
922.
533.
646.
238.
0711
.61
6.23
8.07
11.6
1
816
1.77
62.
77 7
4.84
6.68
5.31
6.92
2.23
73.
415.
948.
0711
.61
6.23
8.07
11.6
1
824
1.27
62.
21 6
4.03
65.
75 7
4.81
66.
70 7
1.70
62.
83 6
5.07
77.
1210
.75
5.91
78.
0711
.61
912
1.68
62.
60 7
4.40
6.04
4.91
6.39
2.11
63.
215.
397.
3410
.63
5.76
7.47
10.6
3
916
1.38
62.
26 6
3.90
75.
474.
55 7
6.26
1.78
62.
85 6
4.86
76.
739.
995.
56 7
7.47
10.6
3
924
0.83
31.
65 3
3.04
64.
49 6
3.87
65.
49 6
1.20
32.
20 6
3.94
65.
68 6
8.64
4.82
66.
75 6
10.4
2
1012
1.33
62.
15 6
3.56
64.
964.
13 6
5.65
1.71
62.
70 6
4.43
76.
098.
955.
04 7
6.83
9.63
1016
1.01
31.
78 6
3.06
64.
38 6
3.72
65.
19 6
1.36
32.
30 6
3.88
65.
47 7
8.15
4.60
66.
34 7
9.58
1024
0.41
21.
14 3
2.20
33.
40 6
3.03
34.
40 6
0.75
21.
62 3
2.96
34.
41 6
6.79
63.
85 3
5.49
68.
58 6
1212
0.74
21.
36 3
2.23
33.
21 6
2.77
33.
86 6
1.02
31.
78 3
2.86
64.
04 6
5.97
73.
44 6
4.75
67.
12 7
1216
0.41
20.
98 2
1.76
32.
67 3
2.38
33.
43 3
0.66
21.
37 3
2.34
33.
45 6
5.23
63.
02 3
4.28
66.
56 6
1224
-0.
08 2
0.96
21.
76 2
1.72
22.
69 2
-0.
68 2
1.47
22.
46 3
3.98
32.
31 2
3.47
35.
62 3
1412
0.31
20.
77 2
1.31
21.
97 3
1.79
22.
54 3
0.51
21.
08 2
1.76
32.
57 3
3.88
62.
28 3
3.20
34.
89 6
1416
-0.
41 2
0.89
21.
49 2
1.44
22.
16 2
-0.
69 2
1.30
22.
05 2
3.23
31.
90 2
2.78
24.
40 3
1424
--
-0.
70 2
0.86
11.
51 2
--
0.52
21.
18 2
2.13
21.
26 2
2.07
23.
57 2
1612
-0.
35 1
0.71
21.
17 2
1.14
21.
67 2
-0.
58 2
1.03
21.
60 2
2.51
31.
50 2
2.15
23.
40 3
1616
--
0.19
10.
76 2
0.83
11.
34 2
--
0.62
21.
15 2
1.94
21.
16 2
1.78
22.
97 2
1624
--
--
0.14
10.
77 1
--
-0.
06 1
0.98
20.
59 1
1.16
12.
24 2
20 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
162-
(mils
)
50 k
si50
ksi
97
362S
137-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
673.
906.
608.
9613
.34
6.60
8.96
13.3
44.
537.
3610
.26
16.1
47.
3610
.26
16.1
4
816
2.39
3.72
6.60
8.96
13.3
46.
608.
9613
.34
4.53
7.36
10.2
616
.14
7.36
10.2
616
.14
824
1.86
63.
11 7
5.76
8.40
13.0
26.
378.
9613
.02
3.95
6.81
10.1
816
.14
7.36
10.2
616
.14
912
2.29
73.
596.
158.
4912
.27
6.28
8.49
12.2
74.
386.
999.
8014
.89
6.99
9.80
14.8
9
916
1.96
63.
19 7
5.61
8.05
12.0
96.
148.
4912
.09
3.98
6.62
9.80
14.8
96.
999.
8014
.89
924
1.37
32.
48 6
4.66
66.
94 7
10.6
65.
34 6
7.94
710
.66
3.26
65.
63 7
8.64
13.8
56.
43 7
9.43
14.8
9
1012
1.91
63.
06 7
5.19
7.36
10.8
45.
657.
9110
.84
3.83
6.07
9.01
13.6
26.
449.
1813
.62
1016
1.55
62.
62 6
4.61
66.
6910
.00
5.17
67.
5110
.00
3.38
65.
48 7
8.30
12.8
96.
13 7
8.96
13.6
2
1024
0.91
31.
86 3
3.63
65.
56 6
8.55
74.
33 6
6.58
68.
55 7
2.58
64.
45 6
7.08
611
.32
5.28
67.
91 6
13.1
7
1212
1.21
32.
09 6
3.53
65.
00 6
7.40
4.01
65.
68 6
7.40
2.74
64.
43 6
6.44
79.
655.
03 6
7.01
710
.87
1216
0.82
21.
62 3
2.96
34.
36 6
6.61
63.
51 3
5.15
66.
61 6
2.24
33.
80 6
5.73
68.
77 7
4.50
66.
39 6
10.1
9 7
1224
-0.
83 2
2.01
23.
29 3
5.27
62.
68 2
4.25
35.
27 6
1.39
22.
73 3
4.53
37.
29 6
3.59
35.
34 3
9.03
6
1412
0.66
21.
28 2
2.24
33.
28 3
4.94
62.
67 3
3.88
34.
94 6
1.84
32.
96 3
4.34
66.
61 6
3.52
34.
85 6
7.71
6
1416
0.05
20.
83 2
1.73
22.
71 3
4.24
62.
22 2
3.41
34.
24 6
1.35
22.
37 3
3.70
35.
83 6
3.02
34.
29 3
7.09
6
1424
--
0.87
21.
76 2
3.05
31.
48 2
2.62
23.
05 3
0.22
21.
38 2
2.63
24.
52 3
2.18
23.
35 2
6.07
3
1612
0.09
20.
70 2
1.37
22.
11 2
3.29
31.
75 2
2.64
23.
29 3
1.12
21.
87 2
2.87
34.
51 6
2.37
23.
32 3
5.47
6
1616
-0.
04 1
0.92
21.
62 2
2.67
31.
35 2
2.23
22.
67 3
0.66
21.
35 2
2.31
23.
83 3
1.92
22.
83 2
4.93
3
1624
--
-0.
78 1
1.63
20.
69 1
1.53
11.
63 2
-0.
14 1
1.37
22.
68 2
1.18
12.
01 2
4.03
2
20 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
250-
(mils
)
50 k
si50
ksi
97
362S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
228.
4311
.18
17.9
68.
4311
.18
17.9
6
816
5.22
8.43
11.1
817
.96
8.43
11.1
817
.96
824
4.80
8.16
11.1
817
.96
8.43
11.1
817
.96
912
5.04
8.03
10.6
116
.93
8.03
10.6
116
.93
916
4.79
7.91
10.6
116
.93
8.03
10.6
116
.93
924
4.03
76.
879.
7916
.60
7.69
10.6
116
.60
1012
4.60
7.40
9.94
15.9
57.
609.
9415
.95
1016
4.12
76.
769.
4115
.71
7.44
9.94
15.7
1
1024
3.27
65.
63 6
8.13
714
.02
6.51
69.
20 7
14.0
2
1212
3.37
65.
34 7
7.60
11.8
75.
96 7
8.38
11.8
7
1216
2.83
64.
66 6
6.82
610
.92
5.38
67.
72 6
10.9
2
1224
1.92
33.
52 3
5.49
69.
31 6
4.41
36.
60 6
9.31
6
1412
2.32
33.
68 6
5.29
68.
26 7
4.27
66.
01 6
8.26
7
1416
1.79
33.
05 3
4.56
67.
41 6
3.73
35.
39 6
7.41
6
1424
0.89
21.
98 2
3.35
35.
98 3
2.81
24.
36 3
5.98
3
1612
1.51
22.
44 3
3.55
35.
73 6
2.97
34.
18 3
5.73
6
1616
1.00
21.
86 2
2.91
34.
99 3
2.48
23.
64 3
4.99
3
1624
-0.
90 2
1.84
23.
73 2
1.65
22.
73 2
3.73
2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
50 k
si
97
362S
300-
(mils
)
5468
20 p
sf L
ater
al L
oad
97
33 k
si
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
293.
305.
757.
555.
757.
552.
823.
856.
718.
7613
.07
6.71
8.76
13.0
7
816
2.04
73.
165.
637.
555.
757.
552.
553.
846.
718.
7613
.07
6.71
8.76
13.0
7
824
1.56
62.
63 6
4.83
6.85
5.60
7.55
2.04
63.
29 7
5.98
8.35
13.0
76.
718.
7613
.07
912
1.97
73.
015.
207.
075.
397.
072.
443.
666.
298.
2212
.14
6.29
8.22
12.1
4
916
1.67
62.
68 7
4.70
6.58
5.36
7.07
2.12
63.
31 7
5.78
7.98
12.1
46.
298.
2212
.14
924
1.13
32.
07 6
3.82
65.
57 7
4.67
66.
60 7
1.54
62.
68 6
4.84
66.
9111
.02
5.74
68.
0112
.14
1012
1.63
62.
57 7
4.36
6.06
4.94
6.57
2.05
63.
17 7
5.35
7.35
11.1
95.
867.
6511
.19
1016
1.30
32.
20 6
3.83
65.
45 7
4.52
66.
30 7
1.70
62.
78 6
4.78
76.
6910
.42
5.52
77.
6011
.19
1024
0.72
21.
55 3
2.92
64.
39 6
3.79
65.
47 6
1.08
32.
08 3
3.80
65.
57 6
9.00
4.74
66.
72 6
10.6
7
1212
1.01
31.
75 3
2.90
64.
15 6
3.50
64.
88 6
1.34
32.
24 6
3.66
65.
14 7
7.92
4.30
65.
93 7
9.04
1216
0.66
21.
35 3
2.38
33.
54 6
3.07
34.
39 6
0.95
21.
81 3
3.09
64.
49 6
7.10
73.
83 6
5.40
68.
41 7
1224
-0.
66 2
1.49
22.
52 3
2.34
23.
56 3
-1.
06 2
2.12
33.
38 3
5.73
63.
05 3
4.51
37.
34 6
1412
0.52
21.
09 2
1.83
32.
73 3
2.38
33.
40 3
0.76
21.
46 3
2.39
33.
47 6
5.42
62.
99 3
4.20
66.
45 6
1416
-0.
69 2
1.34
22.
17 3
1.98
22.
95 3
0.39
21.
04 2
1.86
22.
86 3
4.68
62.
55 2
3.71
35.
87 6
1424
--
0.27
21.
23 2
1.31
22.
19 2
--
0.97
21.
85 2
3.44
31.
82 2
2.89
24.
90 3
1612
-0.
59 2
1.08
21.
71 2
1.58
22.
31 2
0.34
20.
88 2
1.49
22.
27 3
3.65
32.
03 2
2.92
34.
56 3
1616
--
0.64
21.
22 2
1.22
21.
91 2
-0.
47 2
1.01
21.
73 2
3.00
31.
64 2
2.48
24.
05 3
1624
--
-0.
01 1
0.62
11.
24 1
--
-0.
82 2
1.90
20.
98 1
1.75
23.
19 2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
400S
137-
(mils
)
5468
20 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
864.
056.
949.
5814
.87
6.94
9.58
14.8
74.
727.
7910
.79
17.5
87.
7910
.79
17.5
8
816
2.68
4.05
6.94
9.58
14.8
76.
949.
5814
.87
4.72
7.79
10.7
917
.58
7.79
10.7
917
.58
824
2.18
73.
536.
559.
5814
.87
6.94
9.58
14.8
74.
437.
6910
.79
17.5
87.
7910
.79
17.5
8
912
2.60
3.98
6.72
9.14
13.8
86.
729.
1413
.88
4.59
7.46
10.4
716
.66
7.46
10.4
716
.66
916
2.28
73.
636.
489.
1413
.88
6.72
9.14
13.8
84.
477.
4610
.47
16.6
67.
4610
.47
16.6
6
924
1.71
62.
95 6
5.55
78.
1913
.25
6.23
79.
1413
.25
3.79
76.
589.
9916
.66
7.36
10.4
716
.66
1012
2.24
73.
546.
118.
7012
.84
6.38
8.70
12.8
44.
347.
1110
.00
15.4
77.
1110
.00
15.4
7
1016
1.88
63.
12 7
5.53
8.02
12.5
16.
108.
7012
.51
3.91
76.
539.
7515
.47
7.11
10.0
015
.47
1024
1.24
32.
35 6
4.51
66.
83 7
11.0
15.
24 6
7.90
711
.01
3.13
65.
48 6
8.51
14.1
86.
34 6
9.37
15.4
7
1212
1.53
32.
57 6
4.38
66.
26 7
9.61
4.90
67.
01 7
9.61
3.29
65.
30 7
7.85
12.2
65.
93 7
8.47
13.0
2
1216
1.13
32.
09 3
3.77
65.
56 6
8.73
4.37
66.
42 6
8.73
2.78
64.
64 6
7.07
711
.30
5.38
67.
80 7
12.6
8
1224
0.16
21.
25 2
2.72
34.
37 3
7.26
63.
47 3
5.44
37.
26 6
1.90
33.
51 3
5.76
69.
68 6
4.43
36.
66 6
11.3
8 6
1412
0.93
21.
71 3
2.97
64.
32 6
6.72
73.
47 6
5.02
66.
72 7
2.34
33.
81 6
5.61
68.
754.
45 6
6.21
69.
85
1416
0.52
21.
22 2
2.39
33.
67 3
5.92
62.
96 3
4.47
35.
92 6
1.81
33.
15 3
4.88
67.
87 6
3.89
35.
57 6
9.14
6
1424
-0.
02 2
1.41
22.
57 2
4.58
32.
11 2
3.56
24.
58 3
0.91
22.
05 2
3.64
36.
39 6
2.95
24.
49 3
7.94
6
1612
0.47
21.
04 2
1.91
32.
91 3
4.63
62.
36 3
3.54
34.
63 6
1.55
22.
56 3
3.88
36.
17 6
3.14
34.
42 3
7.15
6
1616
-0.
57 2
1.39
22.
33 2
3.92
31.
90 2
3.05
23.
92 3
1.04
21.
95 2
3.22
35.
39 6
2.63
23.
84 3
6.51
6
1624
--
0.20
21.
34 2
2.73
21.
14 2
2.23
22.
73 2
-0.
94 2
2.11
24.
07 3
1.77
22.
87 2
5.45
3
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
400S
200-
(mils
)
5468
20 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
438.
8711
.84
19.5
08.
8711
.84
19.5
0
816
5.43
8.87
11.8
419
.50
8.87
11.8
419
.50
824
5.32
8.87
11.8
419
.50
8.87
11.8
419
.50
912
5.28
8.52
11.3
518
.54
8.52
11.3
518
.54
916
5.28
8.52
11.3
518
.54
8.52
11.3
518
.54
924
4.62
7.91
11.2
318
.54
8.52
11.3
518
.54
1012
5.11
8.15
10.5
317
.55
8.15
10.5
317
.55
1016
4.71
7.82
10.5
317
.55
8.15
10.5
317
.55
1024
3.89
66.
71 7
9.46
16.9
67.
59 7
10.5
116
.96
1212
4.00
76.
439.
0714
.89
7.08
9.84
14.8
9
1216
3.45
65.
71 6
8.24
13.8
56.
48 6
9.19
13.8
5
1224
2.51
34.
49 6
6.82
612
.10
75.
45 6
8.01
612
.10
7
1412
2.91
64.
65 6
6.73
710
.77
5.30
67.
54 7
10.7
7
1416
2.34
33.
94 6
5.91
69.
81 7
4.70
66.
85 6
9.81
7
1424
1.37
22.
76 3
4.53
38.
19 6
3.69
35.
68 3
8.19
6
1612
2.01
33.
28 3
4.74
67.
71 6
3.90
35.
48 6
7.71
6
1616
1.45
22.
62 3
3.99
36.
85 6
3.33
34.
85 3
6.85
6
1624
0.14
21.
50 2
2.74
25.
42 3
2.38
23.
79 2
5.42
3
20 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
400S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
653.
806.
899.
246.
899.
243.
074.
387.
9310
.57
16.4
37.
9310
.57
16.4
3
816
2.65
3.80
6.89
9.24
6.89
9.24
3.07
4.38
7.93
10.5
716
.43
7.93
10.5
716
.43
824
2.43
3.80
6.80
9.24
6.89
9.24
2.95
4.38
7.87
10.5
716
.43
7.93
10.5
716
.43
912
2.60
3.72
6.65
8.91
6.65
8.91
3.05
4.28
7.68
10.2
115
.86
7.68
10.2
115
.86
916
2.52
3.72
6.65
8.91
6.65
8.91
3.05
4.28
7.68
10.2
115
.86
7.68
10.2
115
.86
924
2.09
73.
416.
368.
916.
658.
912.
614.
137.
4310
.21
15.8
67.
6810
.21
15.8
6
1012
2.51
3.62
6.39
8.57
6.39
8.57
3.00
4.17
7.39
9.82
15.2
67.
399.
8215
.26
1016
2.24
3.52
6.39
8.57
6.39
8.57
2.76
4.17
7.39
9.82
15.2
67.
399.
8215
.26
1024
1.73
62.
95 7
5.55
8.02
6.39
8.57
2.22
63.
646.
779.
6115
.26
7.39
9.82
15.2
6
1212
1.98
63.
135.
517.
775.
837.
822.
45 7
3.78
6.63
8.98
13.9
36.
758.
9813
.93
1216
1.63
62.
73 6
4.92
77.
085.
69 7
7.82
2.08
63.
37 7
6.01
8.51
13.9
36.
758.
9813
.93
1224
1.00
32.
01 6
3.88
65.
87 6
4.89
67.
11 6
1.40
32.
61 6
4.90
67.
23 7
12.5
05.
97 6
8.54
713
.93
1412
1.43
62.
41 6
4.17
66.
014.
88 6
6.88
1.83
62.
99 6
5.12
77.
2612
.00
5.87
78.
0912
.52
1416
1.03
31.
96 3
3.53
65.
26 6
4.37
66.
30 6
1.40
32.
51 6
4.43
66.
46 7
10.9
85.
33 6
7.57
712
.40
1424
0.01
21.
16 2
2.43
33.
98 6
3.50
35.
29 6
0.55
21.
65 3
3.25
35.
09 6
9.24
64.
39 3
6.49
611
.02
6
1612
0.93
31.
75 3
3.02
64.
48 6
3.74
65.
37 6
1.26
32.
24 3
3.79
65.
51 6
9.28
4.56
66.
46 6
10.4
9
1616
0.52
21.
27 2
2.39
33.
73 6
3.23
34.
77 6
0.81
21.
73 3
3.11
34.
71 6
8.27
64.
01 3
5.82
69.
68 6
1624
-0.
08 2
1.31
22.
47 3
2.35
23.
76 3
-0.
84 2
1.94
23.
36 3
6.57
63.
06 2
4.74
38.
30 6
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
550S
137-
(mils
)
5468
20 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
154.
457.
8111
.26
18.3
77.
8111
.26
18.3
75.
208.
8612
.17
20.7
68.
8612
.17
20.7
6
816
3.15
4.45
7.81
11.2
618
.37
7.81
11.2
618
.37
5.20
8.86
12.1
720
.76
8.86
12.1
720
.76
824
3.09
4.45
7.81
11.2
618
.37
7.81
11.2
618
.37
5.20
8.86
12.1
720
.76
8.86
12.1
720
.76
912
3.10
4.40
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
916
3.10
4.40
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
924
2.73
4.29
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
1012
3.05
4.34
7.52
10.6
117
.10
7.52
10.6
117
.10
5.04
8.44
11.7
519
.72
8.44
11.7
519
.72
1016
2.88
4.34
7.52
10.6
117
.10
7.52
10.6
117
.10
5.04
8.44
11.7
519
.72
8.44
11.7
519
.72
1024
2.35
73.
847.
2310
.61
17.1
07.
5210
.61
17.1
04.
778.
4411
.75
19.7
28.
4411
.75
19.7
2
1212
2.60
4.10
7.18
9.91
15.6
77.
189.
9115
.67
4.84
7.94
11.2
618
.49
7.94
11.2
618
.49
1216
2.23
63.
676.
709.
8115
.67
7.18
9.91
15.6
74.
517.
7611
.26
18.4
97.
9411
.26
18.4
9
1224
1.55
62.
86 6
5.59
68.
5114
.75
6.43
69.
6914
.75
3.70
66.
62 7
10.3
218
.36
7.58
711
.26
18.4
9
1412
2.01
63.
33 7
5.86
8.60
14.0
46.
469.
2014
.04
4.12
76.
8810
.31
16.7
37.
3910
.48
16.7
3
1416
1.58
32.
81 6
5.15
67.
76 7
12.9
85.
88 6
8.80
712
.98
3.58
66.
14 7
9.43
16.1
96.
98 7
10.2
916
.73
1424
0.76
21.
87 3
3.92
66.
31 6
11.1
5 7
4.85
67.
63 6
11.1
5 7
2.62
34.
85 6
7.90
614
.23
5.93
69.
00 6
16.0
4
1612
1.45
32.
55 6
4.50
66.
63 7
11.0
15.
15 6
7.53
711
.01
3.28
65.
43 6
8.25
13.7
96.
19 6
9.02
14.9
1
1616
0.97
21.
98 3
3.77
65.
78 6
9.94
74.
52 6
6.84
69.
94 7
2.67
64.
64 6
7.32
612
.62
5.54
68.
23 6
14.0
9
1624
-0.
98 2
2.52
34.
34 3
8.13
63.
46 3
5.64
38.
13 6
1.63
33.
30 3
5.74
610
.66
64.
42 3
6.87
612
.47
6
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
550S
200-
(mils
)
5468
20 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
959.
9813
.55
23.0
89.
9813
.55
23.0
8
816
5.95
9.98
13.5
523
.08
9.98
13.5
523
.08
824
5.95
9.98
13.5
523
.08
9.98
13.5
523
.08
912
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
916
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
924
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
1012
5.76
9.54
12.9
121
.80
9.54
12.9
121
.80
1016
5.76
9.54
12.9
121
.80
9.54
12.9
121
.80
1024
5.68
9.54
12.9
121
.80
9.54
12.9
121
.80
1212
5.54
9.02
12.1
720
.40
9.02
12.1
720
.40
1216
5.38
9.02
12.1
720
.40
9.02
12.1
720
.40
1224
4.53
77.
9611
.57
20.4
08.
9212
.17
20.4
0
1412
4.93
8.18
11.1
418
.97
8.44
11.1
418
.97
1416
4.36
77.
4010
.49
18.9
78.
2611
.14
18.9
7
1424
3.34
66.
03 6
8.92
717
.04
7.14
610
.26
717
.04
1612
3.99
66.
58 7
9.47
16.5
37.
36 7
10.4
616
.53
1616
3.35
65.
73 6
8.48
715
.28
6.66
69.
64 7
15.2
8
1624
2.23
34.
28 3
6.79
613
.16
65.
45 3
8.24
613
.16
6
20 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
550S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
713.
917.
099.
617.
099.
613.
124.
508.
1410
.96
17.1
78.
1410
.96
17.1
7
816
2.71
3.91
7.09
9.61
7.09
9.61
3.12
4.50
8.14
10.9
617
.17
8.14
10.9
617
.17
824
2.63
3.91
7.04
9.61
7.09
9.61
3.12
4.50
8.10
10.9
617
.17
8.14
10.9
617
.17
912
2.67
3.84
6.93
9.32
6.93
9.32
3.10
4.41
7.98
10.6
516
.68
7.98
10.6
516
.68
916
2.67
3.84
6.93
9.32
6.93
9.32
3.10
4.41
7.98
10.6
516
.68
7.98
10.6
516
.68
924
2.32
3.73
6.65
9.32
6.93
9.32
2.84
4.41
7.71
10.6
516
.68
7.98
10.6
516
.68
1012
2.62
3.75
6.70
9.01
6.70
9.01
3.07
4.31
7.72
10.3
016
.14
7.72
10.3
016
.14
1016
2.46
3.75
6.70
9.01
6.70
9.01
3.00
4.31
7.72
10.3
016
.14
7.72
10.3
016
.14
1024
1.99
73.
316.
208.
976.
709.
012.
50 7
4.02
7.27
10.3
016
.14
7.72
10.3
016
.14
1212
2.23
73.
486.
208.
346.
208.
342.
744.
107.
159.
5514
.95
7.15
9.55
14.9
5
1216
1.90
63.
11 7
5.66
8.10
6.20
8.34
2.39
73.
786.
839.
5514
.95
7.15
9.55
14.9
5
1224
1.29
32.
42 6
4.63
66.
91 7
5.63
68.
12 7
1.73
63.
06 6
5.75
78.
3814
.41
6.79
79.
5514
.95
1412
1.71
62.
80 6
4.92
77.
055.
62 7
7.61
2.14
63.
42 7
5.96
8.42
13.6
66.
548.
7413
.66
1416
1.32
32.
36 6
4.27
66.
29 7
5.12
67.
34 7
1.73
62.
95 6
5.27
77.
6212
.93
6.17
78.
7313
.66
1424
0.50
21.
56 3
3.14
34.
97 6
4.24
36.
32 6
0.98
32.
11 3
4.07
66.
22 6
11.1
4 7
5.23
67.
65 6
12.9
6 7
1612
1.21
32.
14 6
3.73
65.
47 6
4.47
66.
40 6
1.57
32.
68 6
4.60
66.
63 7
11.1
75.
40 6
7.62
712
.31
1616
0.78
21.
65 3
3.06
64.
68 6
3.94
65.
78 6
1.12
32.
16 3
3.88
65.
79 6
10.0
9 7
4.83
66.
96 6
11.6
0 7
1624
-0.
80 2
1.91
33.
33 3
3.02
34.
71 3
-1.
25 2
2.65
34.
35 3
8.26
63.
84 3
5.82
310
.13
6
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
600S
137-
(mils
)
5468
20 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
214.
538.
0011
.63
19.1
48.
0011
.63
19.1
45.
319.
0912
.47
21.4
89.
0912
.47
21.4
8
816
3.21
4.53
8.00
11.6
319
.14
8.00
11.6
319
.14
5.31
9.09
12.4
721
.48
9.09
12.4
721
.48
824
3.21
4.53
8.00
11.6
319
.14
8.00
11.6
319
.14
5.31
9.09
12.4
721
.48
9.09
12.4
721
.48
912
3.17
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
916
3.17
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
924
2.95
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
1012
3.12
4.44
7.75
11.0
518
.02
7.75
11.0
518
.02
5.16
8.72
12.1
120
.55
8.72
12.1
120
.55
1016
3.09
4.44
7.75
11.0
518
.02
7.75
11.0
518
.02
5.16
8.72
12.1
120
.55
8.72
12.1
120
.55
1024
2.60
4.19
7.75
11.0
518
.02
7.75
11.0
518
.02
5.14
8.72
12.1
120
.55
8.72
12.1
120
.55
1212
2.84
4.34
7.45
10.4
116
.74
7.45
10.4
116
.74
4.99
8.28
11.6
819
.55
8.28
11.6
819
.55
1216
2.49
74.
047.
4010
.41
16.7
47.
4510
.41
16.7
44.
938.
2811
.68
19.5
58.
2811
.68
19.5
5
1224
1.84
63.
29 6
6.35
9.64
16.7
47.
1510
.41
16.7
44.
17 7
7.46
11.4
219
.55
8.28
11.6
819
.55
1412
2.29
63.
776.
699.
7515
.34
7.05
9.75
15.3
44.
587.
7211
.14
18.0
87.
7911
.14
18.0
8
1416
1.86
63.
26 6
6.00
78.
9315
.09
6.72
79.
7515
.09
4.07
77.
0110
.74
18.0
87.
7911
.14
18.0
8
1424
1.09
32.
35 6
4.76
67.
48 6
13.2
35.
71 6
8.80
613
.23
3.13
65.
74 6
9.23
716
.61
6.82
610
.34
718
.08
1612
1.73
63.
01 6
5.33
77.
8913
.10
5.99
78.
8213
.10
3.78
66.
239.
5716
.21
6.98
10.2
916
.40
1616
1.25
32.
44 6
4.57
67.
00 6
11.9
75.
36 6
8.10
611
.97
3.18
65.
45 6
8.62
714
.99
6.35
69.
56 7
16.4
0
1624
0.01
21.
43 3
3.27
35.
47 6
10.0
3 6
4.27
36.
86 6
10.0
3 6
2.13
34.
09 6
6.99
612
.91
75.
24 6
8.18
614
.83
7
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
600S
200-
(mils
)
5468
20 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
0510
.22
13.9
123
.87
10.2
213
.91
23.8
7
816
6.05
10.2
213
.91
23.8
710
.22
13.9
123
.87
824
6.05
10.2
213
.91
23.8
710
.22
13.9
123
.87
912
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
916
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
924
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
1012
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1016
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1024
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1212
5.71
9.38
12.7
121
.46
9.38
12.7
121
.46
1216
5.71
9.38
12.7
121
.46
9.38
12.7
121
.46
1224
5.04
8.86
12.7
121
.46
9.38
12.7
121
.46
1412
5.43
8.86
11.9
720
.13
8.86
11.9
720
.13
1416
4.89
8.35
11.9
520
.13
8.86
11.9
720
.13
1424
3.91
67.
01 7
10.4
019
.45
8.10
711
.74
19.4
5
1612
4.55
77.
5710
.72
18.8
28.
3011
.10
18.8
2
1616
3.92
66.
72 7
9.75
17.9
07.
66 7
10.8
917
.90
1624
2.81
35.
24 6
8.04
615
.68
6.45
69.
51 6
15.6
8
20 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
600S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
874.
207.
6510
.60
7.65
10.6
03.
284.
808.
7112
.01
19.2
08.
7112
.01
19.2
0
816
2.87
4.20
7.65
10.6
07.
6510
.60
3.28
4.80
8.71
12.0
119
.20
8.71
12.0
119
.20
824
2.87
4.20
7.65
10.6
07.
6510
.60
3.28
4.80
8.71
12.0
119
.20
8.71
12.0
119
.20
912
2.85
4.15
7.55
10.4
27.
5510
.42
3.25
4.74
8.61
11.8
118
.87
8.61
11.8
118
.87
916
2.85
4.15
7.55
10.4
27.
5510
.42
3.25
4.74
8.61
11.8
118
.87
8.61
11.8
118
.87
924
2.83
4.15
7.42
10.4
27.
5510
.42
3.25
4.74
8.46
11.8
118
.87
8.61
11.8
118
.87
1012
2.82
4.10
7.45
10.2
17.
4510
.21
3.22
4.68
8.50
11.5
818
.52
8.50
11.5
818
.52
1016
2.82
4.10
7.45
10.2
17.
4510
.21
3.22
4.68
8.50
11.5
818
.52
8.50
11.5
818
.52
1024
2.57
4.10
7.12
10.2
17.
4510
.21
3.08
4.68
8.16
11.5
818
.52
8.50
11.5
818
.52
1212
2.75
3.97
7.18
9.76
7.18
9.76
3.18
4.55
8.22
11.0
817
.72
8.22
11.0
817
.72
1216
2.51
3.97
7.18
9.76
7.18
9.76
3.05
4.55
8.22
11.0
817
.72
8.22
11.0
817
.72
1224
1.98
3.66
6.44
9.51
7.18
9.76
2.50
4.38
7.48
10.8
517
.72
8.22
11.0
817
.72
1412
2.38
3.83
6.80
9.25
6.80
9.25
2.93
4.39
7.80
10.5
116
.83
7.80
10.5
116
.83
1416
2.03
73.
616.
649.
256.
809.
252.
554.
307.
6910
.51
16.8
37.
8010
.51
16.8
3
1424
1.36
62.
94 6
5.63
8.45
6.68
9.25
1.84
63.
61 7
6.67
9.96
16.8
37.
8010
.51
16.8
3
1612
1.95
73.
436.
208.
706.
398.
702.
44 7
4.09
7.33
9.90
15.8
67.
339.
9015
.86
1616
1.52
63.
00 6
5.56
8.14
6.39
8.70
1.98
63.
64 7
6.68
9.62
15.8
67.
339.
9015
.86
1624
0.51
32.
20 6
4.38
66.
77 7
5.52
68.
17 7
1.06
32.
80 6
5.43
68.
18 7
14.6
86.
64 6
9.65
715
.86
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
800S
137-
(mils
)
5468
20 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
374.
768.
5112
.62
21.2
28.
5112
.62
21.2
25.
589.
6913
.29
23.4
69.
6913
.29
23.4
6
816
3.37
4.76
8.51
12.6
221
.22
8.51
12.6
221
.22
5.58
9.69
13.2
923
.46
9.69
13.2
923
.46
824
3.37
4.76
8.51
12.6
221
.22
8.51
12.6
221
.22
5.58
9.69
13.2
923
.46
9.69
13.2
923
.46
912
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
916
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
924
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
1012
3.31
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1016
3.31
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1024
3.21
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1212
3.25
4.64
8.16
11.7
919
.64
8.16
11.7
919
.64
5.38
9.18
12.7
822
.11
9.18
12.7
822
.11
1216
3.15
4.64
8.16
11.7
919
.64
8.16
11.7
919
.64
5.38
9.18
12.7
822
.11
9.18
12.7
822
.11
1224
2.60
4.45
8.10
11.7
919
.64
8.16
11.7
919
.64
5.38
8.99
12.7
822
.11
9.18
12.7
822
.11
1412
3.01
4.56
7.94
11.3
018
.68
7.94
11.3
018
.68
5.26
8.86
12.4
621
.33
8.86
12.4
621
.33
1416
2.64
4.46
7.94
11.3
018
.68
7.94
11.3
018
.68
5.26
8.86
12.4
621
.33
8.86
12.4
621
.33
1424
1.93
63.
727.
3111
.21
18.6
87.
9411
.30
18.6
84.
648.
2212
.46
21.3
38.
8612
.46
21.3
3
1612
2.54
4.33
7.69
10.7
817
.63
7.69
10.7
817
.63
5.12
8.50
12.1
020
.53
8.50
12.1
020
.53
1616
2.09
63.
847.
2710
.78
17.6
37.
6910
.78
17.6
34.
708.
3612
.10
20.5
38.
5012
.10
20.5
3
1624
1.18
62.
94 6
6.04
79.
4216
.97
6.93
710
.75
16.9
73.
78 6
7.10
711
.19
20.5
38.
08 7
12.1
020
.53
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
800S
200-
(mils
)
5468
20 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
3410
.83
14.8
725
.72
10.8
314
.87
25.7
2
816
6.34
10.8
314
.87
25.7
210
.83
14.8
725
.72
824
6.34
10.8
314
.87
25.7
210
.83
14.8
725
.72
912
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
916
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
924
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
1012
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1016
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1024
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1212
6.12
10.3
014
.11
24.3
910
.30
14.1
124
.39
1216
6.12
10.3
014
.11
24.3
910
.30
14.1
124
.39
1224
6.12
10.2
814
.11
24.3
910
.30
14.1
124
.39
1412
5.99
9.97
13.6
423
.43
9.97
13.6
423
.43
1416
5.99
9.97
13.6
423
.43
9.97
13.6
423
.43
1424
5.53
9.51
13.6
423
.43
9.97
13.6
423
.43
1612
5.83
9.60
13.1
022
.41
9.60
13.1
022
.41
1616
5.58
9.60
13.1
022
.41
9.60
13.1
022
.41
1624
4.61
78.
4612
.50
22.4
19.
4113
.10
22.4
1
20 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
800S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
944.
317.
8710
.99
7.87
10.9
93.
354.
928.
9412
.42
20.0
08.
9412
.42
20.0
0
816
2.94
4.31
7.87
10.9
97.
8710
.99
3.35
4.92
8.94
12.4
220
.00
8.94
12.4
220
.00
824
2.94
4.31
7.87
10.9
97.
8710
.99
3.35
4.92
8.94
12.4
220
.00
8.94
12.4
220
.00
912
2.92
4.27
7.79
10.8
47.
7910
.84
3.32
4.87
8.86
12.2
619
.74
8.86
12.2
619
.74
916
2.92
4.27
7.79
10.8
47.
7910
.84
3.32
4.87
8.86
12.2
619
.74
8.86
12.2
619
.74
924
2.92
4.27
7.71
10.8
47.
7910
.84
3.32
4.87
8.75
12.2
619
.74
8.86
12.2
619
.74
1012
2.89
4.23
7.71
10.6
87.
7110
.68
3.30
4.83
8.76
12.0
819
.46
8.76
12.0
819
.46
1016
2.89
4.23
7.71
10.6
87.
7110
.68
3.30
4.83
8.76
12.0
819
.46
8.76
12.0
819
.46
1024
2.81
4.23
7.48
10.6
87.
7110
.68
3.30
4.83
8.51
12.0
319
.46
8.76
12.0
819
.46
1212
2.84
4.13
7.52
10.3
27.
5210
.32
3.25
4.72
8.56
11.6
718
.82
8.56
11.6
718
.82
1216
2.77
4.13
7.52
10.3
27.
5210
.32
3.25
4.72
8.56
11.6
718
.82
8.56
11.6
718
.82
1224
2.29
4.06
6.92
10.1
07.
5210
.32
2.81
4.72
7.95
11.4
218
.82
8.56
11.6
718
.82
1412
2.66
4.02
7.25
9.90
7.25
9.90
3.21
4.59
8.29
11.2
118
.09
8.29
11.2
118
.09
1416
2.34
4.02
7.09
9.90
7.25
9.90
2.88
4.59
8.12
11.2
118
.09
8.29
11.2
118
.09
1424
1.72
73.
426.
279.
377.
259.
902.
234.
137.
3010
.69
18.0
98.
2911
.21
18.0
9
1612
2.27
3.89
6.91
9.45
6.91
9.45
2.81
4.45
7.91
10.7
117
.29
7.91
10.7
117
.29
1616
1.87
73.
496.
599.
456.
919.
452.
394.
187.
6210
.71
17.2
97.
9110
.71
17.2
9
1624
0.99
62.
73 6
5.51
78.
536.
54 7
9.45
1.54
63.
39 7
6.54
9.86
17.2
97.
7610
.71
17.2
9
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
925S
137-
(mils
)
5468
20 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
434.
868.
7213
.01
22.0
48.
7213
.01
22.0
45.
699.
9213
.62
24.2
49.
9213
.62
24.2
4
816
3.43
4.86
8.72
13.0
122
.04
8.72
13.0
122
.04
5.69
9.92
13.6
224
.24
9.92
13.6
224
.24
824
3.43
4.86
8.72
13.0
122
.04
8.72
13.0
122
.04
5.69
9.92
13.6
224
.24
9.92
13.6
224
.24
912
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
916
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
924
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
1012
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1016
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1024
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1212
3.33
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.52
13.2
123
.15
9.52
13.2
123
.15
1216
3.33
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.52
13.2
123
.15
9.52
13.2
123
.15
1224
2.93
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.43
13.2
123
.15
9.52
13.2
123
.15
1412
3.27
4.70
8.26
11.9
320
.00
8.26
11.9
320
.00
5.43
9.26
12.9
622
.49
9.26
12.9
622
.49
1416
2.98
4.70
8.26
11.9
320
.00
8.26
11.9
320
.00
5.43
9.26
12.9
622
.49
9.26
12.9
622
.49
1424
2.33
4.19
7.91
11.9
320
.00
8.26
11.9
320
.00
5.16
8.80
12.9
622
.49
9.26
12.9
622
.49
1612
2.90
4.63
8.05
11.5
019
.13
8.05
11.5
019
.13
5.32
8.97
12.6
621
.79
8.97
12.6
621
.79
1616
2.48
4.32
8.05
11.5
019
.13
8.05
11.5
019
.13
5.25
8.97
12.6
621
.79
8.97
12.6
621
.79
1624
1.67
63.
48 7
7.16
11.1
519
.13
7.87
11.5
019
.13
4.40
8.06
12.6
621
.79
8.97
12.6
621
.79
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
925S
200-
(mils
)
5468
20 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
4511
.06
15.2
426
.42
11.0
615
.24
26.4
2
816
6.45
11.0
615
.24
26.4
211
.06
15.2
426
.42
824
6.45
11.0
615
.24
26.4
211
.06
15.2
426
.42
912
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
916
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
924
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
1012
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1016
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1024
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1212
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1216
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1224
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1412
6.17
10.3
814
.26
24.7
610
.38
14.2
624
.76
1416
6.17
10.3
814
.26
24.7
610
.38
14.2
624
.76
1424
6.10
10.0
814
.26
24.7
610
.38
14.2
624
.76
1612
6.05
10.0
913
.84
23.9
010
.09
13.8
423
.90
1616
6.05
10.0
913
.84
23.9
010
.09
13.8
423
.90
1624
5.30
9.35
13.5
723
.90
10.0
913
.84
23.9
0
20 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
925S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
974.
377.
9811
.17
7.98
11.1
73.
384.
979.
0512
.61
20.3
89.
0512
.61
20.3
8
816
2.97
4.37
7.98
11.1
77.
9811
.17
3.38
4.97
9.05
12.6
120
.38
9.05
12.6
120
.38
824
2.97
4.37
7.86
11.1
77.
9811
.17
3.38
4.97
8.89
12.4
820
.38
9.05
12.6
120
.38
912
2.95
4.33
7.91
11.0
47.
9111
.04
3.36
4.93
8.97
12.4
620
.15
8.97
12.4
620
.15
916
2.95
4.33
7.91
11.0
47.
9111
.04
3.36
4.93
8.97
12.4
620
.15
8.97
12.4
620
.15
924
2.94
4.33
7.63
10.9
17.
9111
.04
3.36
4.93
8.65
12.2
220
.15
8.97
12.4
620
.15
1012
2.93
4.29
7.83
10.9
07.
8310
.90
3.33
4.89
8.89
12.3
119
.90
8.89
12.3
119
.90
1016
2.93
4.29
7.83
10.9
07.
8310
.90
3.33
4.89
8.86
12.3
119
.90
8.89
12.3
119
.90
1024
2.69
4.29
7.36
10.6
17.
8310
.90
3.22
4.89
8.39
11.9
219
.90
8.89
12.3
119
.90
1212
2.88
4.21
7.66
10.5
87.
6610
.58
3.28
4.80
8.71
11.9
519
.33
8.71
11.9
519
.33
1216
2.67
4.21
7.42
10.5
87.
6610
.58
3.19
4.80
8.44
11.9
519
.33
8.71
11.9
519
.33
1224
2.11
3.92
6.75
9.92
7.66
10.5
82.
624.
677.
7711
.24
19.3
38.
7111
.95
19.3
3
1412
2.57
4.11
7.39
10.2
17.
4610
.21
3.11
4.68
8.42
11.5
418
.69
8.51
11.5
418
.69
1416
2.19
3.94
6.93
10.1
37.
4610
.21
2.72
4.67
7.96
11.4
418
.69
8.51
11.5
418
.69
1424
1.35
73.
226.
029.
117.
4610
.21
1.92
73.
947.
0410
.43
18.6
98.
5111
.54
18.6
9
1612
2.15
3.82
6.97
9.80
7.16
9.80
2.69
4.53
7.99
11.0
917
.97
8.18
11.0
917
.97
1616
1.68
73.
356.
379.
517.
169.
802.
20 7
4.05
7.39
10.8
217
.97
8.18
11.0
917
.97
1624
0.46
62.
46 6
5.18
78.
176.
46 7
9.80
1.02
63.
14 7
6.19
9.50
17.5
97.
7111
.09
17.9
7
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
1000
S13
7-(m
ils)
5468
25 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S16
2-(m
ils)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
464.
908.
8113
.19
22.4
38.
8113
.19
22.4
35.
7410
.03
13.7
724
.62
10.0
313
.77
24.6
2
816
3.46
4.90
8.81
13.1
922
.43
8.81
13.1
922
.43
5.74
10.0
313
.77
24.6
210
.03
13.7
724
.62
824
3.46
4.90
8.81
13.1
922
.43
8.81
13.1
922
.43
5.74
10.0
313
.77
24.6
210
.03
13.7
724
.62
912
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
916
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
924
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
1012
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1016
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1024
3.34
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.81
13.6
124
.17
9.87
13.6
124
.17
1212
3.38
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.67
13.4
123
.64
9.67
13.4
123
.64
1216
3.32
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.67
13.4
123
.64
9.67
13.4
123
.64
1224
2.75
4.66
8.36
12.5
021
.31
8.56
12.6
021
.31
5.60
9.19
13.4
123
.64
9.67
13.4
123
.64
1412
3.22
4.76
8.40
12.2
320
.62
8.40
12.2
320
.62
5.51
9.45
13.1
923
.05
9.45
13.1
923
.05
1416
2.83
4.73
8.40
12.2
320
.62
8.40
12.2
320
.62
5.51
9.38
13.1
923
.05
9.45
13.1
923
.05
1424
2.04
3.96
7.63
11.7
020
.62
8.40
12.2
320
.62
4.96
8.46
13.1
923
.05
9.45
13.1
923
.05
1612
2.78
4.65
8.23
11.8
419
.84
8.23
11.8
419
.84
5.42
9.19
12.9
322
.41
9.19
12.9
322
.41
1616
2.29
4.15
7.99
11.8
419
.84
8.23
11.8
419
.84
5.10
8.81
12.9
322
.41
9.19
12.9
322
.41
1624
1.15
63.
18 7
6.80
10.7
819
.56
7.71
11.8
419
.56
4.13
7.61
12.3
622
.41
9.04
12.9
322
.41
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
1000
S20
0-(m
ils)
5468
25 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S25
0-(m
ils)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
5011
.17
15.4
226
.76
11.1
715
.42
26.7
6
816
6.50
11.1
715
.42
26.7
611
.17
15.4
226
.76
824
6.50
11.1
715
.42
26.7
611
.17
15.4
226
.76
912
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
916
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
924
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
1012
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1016
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1024
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1212
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1216
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1224
6.35
10.4
614
.86
26.0
610
.81
14.8
926
.06
1412
6.26
10.5
814
.56
25.3
810
.58
14.5
625
.38
1416
6.26
10.5
814
.56
25.3
810
.58
14.5
625
.38
1424
5.90
9.72
14.0
925
.38
10.5
814
.56
25.3
8
1612
6.15
10.3
114
.18
24.6
110
.31
14.1
824
.61
1616
6.04
10.0
814
.18
24.6
110
.31
14.1
824
.61
1624
5.04
8.87
13.2
024
.61
10.3
114
.18
24.6
1
25 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
1000
S30
0-(m
ils)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
121.
83 6
2.84
4.95
6.81
5.31
6.92
2.31
73.
496.
068.
0711
.61
6.23
8.07
11.6
1
816
1.51
62.
48 6
4.42
76.
205.
12 7
6.92
1.96
63.
11 7
5.49
7.60
11.3
76.
238.
0711
.61
824
0.93
31.
84 6
3.48
65.
13 6
4.38
66.
22 6
1.34
32.
43 6
4.49
66.
46 7
9.90
5.45
67.
62 7
11.6
1
912
1.45
62.
34 6
4.02
75.
614.
64 7
6.37
1.86
62.
93 7
4.99
6.87
10.1
85.
667.
4710
.63
916
1.09
31.
95 6
3.45
64.
96 7
4.19
65.
86 7
1.48
32.
51 6
4.38
66.
18 7
9.29
5.18
67.
15 7
10.6
3
924
0.36
21.
24 3
2.48
33.
85 6
3.42
34.
98 6
0.80
21.
76 3
3.33
64.
98 6
7.75
74.
34 6
6.21
69.
77 7
1012
1.09
31.
87 6
3.18
64.
52 6
3.82
65.
30 6
1.44
32.
40 6
4.01
65.
62 7
8.34
4.70
66.
46 7
9.63
1016
0.71
21.
45 3
2.61
33.
87 6
3.36
34.
78 6
1.04
31.
95 3
3.40
64.
91 6
7.44
74.
21 6
5.89
69.
05 7
1024
-0.
72 2
1.64
22.
76 3
2.57
23.
89 3
0.03
21.
16 2
2.35
33.
72 3
5.91
63.
36 3
4.94
37.
92 6
1212
0.49
21.
07 2
1.87
32.
80 3
2.47
33.
53 3
0.75
21.
47 3
2.47
33.
59 6
5.40
63.
12 3
4.39
66.
70 6
1216
-0.
65 2
1.34
22.
19 3
2.04
23.
04 3
0.14
21.
01 2
1.89
22.
93 3
4.57
62.
65 2
3.86
36.
07 6
1224
--
0.05
21.
17 2
1.30
22.
21 2
--
0.91
21.
83 2
3.18
31.
85 2
2.96
25.
02 3
1412
-0.
49 2
0.99
21.
61 2
1.52
22.
25 2
0.07
20.
78 2
1.41
22.
17 3
3.38
31.
99 2
2.88
34.
52 3
1416
--
0.51
21.
07 2
1.14
21.
82 2
-0.
13 2
0.89
21.
59 2
2.65
31.
57 2
2.41
23.
97 3
1424
--
--
0.48
11.
09 1
--
-0.
32 2
1.43
20.
85 1
1.61
23.
04 2
1612
--
0.43
10.
85 2
0.90
11.
42 2
-0.
16 1
0.72
21.
25 2
2.07
21.
24 2
1.87
23.
07 2
1616
--
-0.
18 1
0.56
11.
04 1
--
-0.
75 2
1.44
20.
86 1
1.46
22.
59 2
1624
--
--
-0.
21 1
--
--
--
0.76
11.
78 1
25 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
162-
(mils
)
50 k
si50
ksi
97
362S
137-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
463.
806.
608.
9613
.34
6.60
8.96
13.3
44.
537.
3610
.26
16.1
47.
3610
.26
16.1
4
816
2.12
63.
416.
178.
8813
.34
6.60
8.96
13.3
44.
267.
2310
.26
16.1
47.
3610
.26
16.1
4
824
1.50
62.
68 6
5.18
77.
7312
.13
5.89
78.
7712
.13
3.52
66.
229.
4915
.66
7.04
10.2
616
.14
912
2.04
63.
29 7
5.74
8.20
12.2
76.
258.
4912
.27
4.08
6.75
9.80
14.8
96.
999.
8014
.89
916
1.65
62.
83 6
5.12
77.
4711
.35
5.72
78.
3611
.35
3.61
76.
119.
2014
.58
6.82
9.80
14.8
9
924
0.96
32.
00 3
4.04
66.
22 6
9.72
4.81
67.
35 6
9.72
2.76
64.
97 6
7.87
712
.83
5.89
68.
77 7
14.8
9
1012
1.63
62.
73 6
4.75
76.
8510
.20
5.28
77.
6410
.20
3.48
75.
628.
4713
.11
6.25
9.10
13.6
2
1016
1.21
32.
23 6
4.10
66.
10 6
9.24
4.73
67.
03 6
9.24
2.96
64.
94 6
7.66
712
.07
5.69
68.
41 7
13.6
2
1024
0.20
21.
36 3
2.99
34.
82 6
7.62
63.
78 3
5.97
67.
62 6
2.05
33.
78 6
6.28
610
.30
74.
72 6
7.22
612
.39
7
1212
0.91
21.
73 3
3.10
64.
51 6
6.80
73.
63 6
5.27
66.
80 7
2.36
33.
95 6
5.90
68.
984.
62 6
6.54
610
.35
1216
0.47
21.
20 2
2.46
33.
80 3
5.90
63.
08 3
4.68
35.
90 6
1.80
33.
24 3
5.10
67.
99 6
4.02
35.
84 6
9.58
6
1224
--
1.39
22.
60 2
4.40
32.
15 2
3.68
24.
40 3
0.84
22.
04 2
3.75
36.
34 6
3.00
24.
66 3
8.29
6
1412
0.36
20.
94 2
1.85
22.
85 3
4.40
62.
33 2
3.52
34.
40 6
1.46
22.
51 3
3.85
36.
01 6
3.14
34.
42 3
7.24
6
1416
-0.
21 2
1.28
22.
21 2
3.62
31.
83 2
2.99
23.
62 3
0.91
21.
85 2
3.14
35.
14 3
2.58
23.
80 3
6.55
3
1424
--
-1.
15 2
2.29
21.
00 1
2.11
22.
29 2
-0.
46 2
1.94
23.
67 2
1.64
22.
75 2
5.40
2
1612
-0.
38 2
1.02
21.
73 2
2.81
31.
45 2
2.32
22.
81 3
0.77
21.
47 2
2.45
23.
99 3
2.03
22.
95 2
5.06
3
1616
--
0.52
11.
18 2
2.12
21.
01 1
1.86
22.
12 2
-0.
89 2
1.82
23.
22 2
1.53
22.
40 2
4.46
2
1624
--
--
0.97
2-
1.08
10.
97 2
--
0.77
11.
94 2
0.70
11.
48 1
3.45
2
25 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
250-
(mils
)
50 k
si50
ksi
97
362S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
228.
4311
.18
17.9
68.
4311
.18
17.9
6
816
5.11
8.43
11.1
817
.96
8.43
11.1
817
.96
824
4.34
77.
5310
.74
17.9
68.
3711
.18
17.9
6
912
4.90
8.03
10.6
116
.93
8.03
10.6
116
.93
916
4.40
7.38
10.3
616
.93
8.03
10.6
116
.93
924
3.50
66.
17 7
8.99
15.5
57.
12 7
10.1
415
.55
1012
4.23
76.
919.
5815
.94
7.57
9.94
15.9
4
1016
3.68
66.
17 7
8.74
14.8
26.
96 7
9.70
14.8
2
1024
2.70
34.
89 6
7.29
612
.92
5.89
68.
50 6
12.9
2
1212
2.96
64.
82 6
7.00
711
.14
5.52
67.
87 7
11.1
4
1216
2.35
34.
06 6
6.12
610
.07
74.
87 6
7.13
610
.07
7
1224
1.32
22.
78 3
4.63
38.
28 6
3.78
35.
87 3
8.28
6
1412
1.91
33.
20 3
4.74
67.
61 6
3.86
35.
54 6
7.61
6
1416
1.31
22.
48 3
3.93
36.
66 6
3.24
34.
85 3
6.66
6
1424
-1.
29 2
2.57
25.
06 3
2.22
23.
70 2
5.06
3
1612
1.12
22.
00 2
3.06
35.
16 6
2.59
23.
77 3
5.16
6
1616
0.56
21.
36 2
2.35
24.
33 3
2.04
23.
16 2
4.33
3
1624
--
1.16
22.
93 2
1.12
12.
15 2
2.93
2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
50 k
si
97
362S
300-
(mils
)
5468
25 p
sf L
ater
al L
oad
97
33 k
si
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
103.
235.
747.
555.
757.
552.
623.
856.
718.
7613
.07
6.71
8.76
13.0
7
816
1.80
62.
89 7
5.22
7.29
5.75
7.55
2.29
73.
566.
398.
7613
.07
6.71
8.76
13.0
7
824
1.24
62.
26 6
4.28
66.
235.
18 6
7.32
1.69
62.
91 6
5.40
77.
7012
.35
6.35
78.
7613
.07
912
1.75
62.
76 7
4.82
6.72
5.39
7.07
2.20
63.
405.
918.
1312
.14
6.29
8.22
12.1
4
916
1.40
62.
37 6
4.25
76.
055.
00 7
6.97
1.82
62.
99 6
5.29
77.
4311
.67
6.10
78.
2212
.14
924
0.77
31.
66 3
3.23
64.
89 6
4.21
66.
08 6
1.15
32.
24 6
4.21
66.
19 6
10.1
15.
25 6
7.45
611
.94
1012
1.38
62.
29 6
3.96
65.
594.
62 6
6.41
1.79
62.
88 6
4.92
76.
8510
.62
5.63
77.
6511
.19
1016
1.00
31.
86 6
3.35
64.
90 6
4.14
65.
87 6
1.38
32.
42 6
4.27
66.
11 7
9.68
5.11
67.
14 7
11.1
8
1024
0.04
21.
11 3
2.32
33.
70 6
3.31
34.
92 6
0.62
21.
62 3
3.15
34.
83 6
8.07
64.
22 3
6.13
69.
96 6
1212
0.74
21.
44 3
2.50
33.
69 6
3.17
34.
51 6
1.05
31.
91 3
3.22
64.
64 6
7.29
73.
95 6
5.53
68.
56 7
1216
0.14
20.
99 2
1.91
33.
00 3
2.69
33.
96 3
0.61
21.
42 3
2.58
33.
90 6
6.38
63.
42 3
4.94
67.
85 6
1224
--
0.91
21.
85 2
1.87
23.
03 2
-0.
49 2
1.49
22.
66 3
4.84
32.
53 2
3.93
36.
65 3
1412
0.07
20.
78 2
1.46
22.
30 3
2.08
23.
06 3
0.48
21.
14 2
1.98
33.
01 3
4.86
62.
66 3
3.83
36.
01 6
1416
-0.
10 2
0.91
21.
68 2
1.63
22.
55 2
-0.
66 2
1.39
22.
33 2
4.03
32.
17 2
3.28
25.
36 3
1424
--
-0.
27 2
0.88
11.
70 2
--
-1.
19 2
2.64
21.
35 2
2.36
24.
27 2
1612
-0.
14 1
0.75
21.
34 2
1.30
22.
01 2
-0.
57 2
1.13
21.
85 2
3.15
31.
73 2
2.59
24.
17 3
1616
--
-0.
78 2
0.90
11.
56 2
--
0.59
21.
25 2
2.42
21.
29 2
2.10
23.
60 2
1624
--
--
-0.
80 1
--
--
1.20
20.
56 1
1.27
12.
64 2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
400S
137-
(mils
)
5468
25 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
744.
056.
949.
5814
.87
6.94
9.58
14.8
74.
727.
7910
.79
17.5
87.
7910
.79
17.5
8
816
2.43
3.81
6.93
9.58
14.8
76.
949.
5814
.87
4.71
7.79
10.7
917
.58
7.79
10.7
917
.58
824
1.84
63.
13 7
5.99
8.96
14.7
66.
689.
5814
.76
4.03
7.13
10.7
017
.58
7.79
10.7
917
.58
912
2.36
73.
726.
619.
1413
.88
6.72
9.14
13.8
84.
567.
4610
.47
16.6
67.
4610
.47
16.6
6
916
1.99
63.
28 7
6.00
8.72
13.8
86.
609.
1413
.88
4.12
7.05
10.4
716
.66
7.46
10.4
716
.66
924
1.31
32.
48 6
4.91
67.
46 7
12.3
05.
70 6
8.59
712
.30
3.31
65.
93 7
9.23
15.7
86.
84 7
10.1
316
.66
1012
1.97
63.
22 7
5.67
8.18
12.7
16.
218.
7012
.71
4.01
6.68
9.92
15.4
77.
1110
.00
15.4
7
1016
1.55
62.
72 6
5.00
67.
4011
.72
5.65
68.
3611
.72
3.50
65.
98 7
9.10
14.9
56.
75 7
9.87
15.4
7
1024
0.81
31.
84 3
3.84
66.
05 6
10.0
2 7
4.67
67.
26 6
10.0
2 7
2.60
64.
77 6
7.68
613
.11
5.76
68.
66 6
15.0
4
1212
1.23
32.
20 6
3.91
65.
72 6
8.94
4.50
66.
56 6
8.94
2.91
64.
80 6
7.26
711
.53
5.51
67.
96 7
12.8
6
1216
0.77
21.
65 3
3.22
34.
93 6
7.96
63.
90 3
5.91
67.
96 6
2.32
34.
05 6
6.39
610
.45
74.
88 6
7.20
612
.00
7
1224
-0.
58 2
2.05
23.
60 3
6.31
62.
89 2
4.80
36.
31 6
1.32
22.
78 3
4.92
38.
64 6
3.82
35.
93 3
10.5
4 6
1412
0.62
21.
34 2
2.53
33.
82 3
6.11
63.
08 3
4.60
36.
11 6
1.93
33.
31 3
5.05
68.
08 6
4.02
35.
72 6
9.30
6
1416
-0.
79 2
1.88
23.
09 3
5.21
62.
52 2
3.99
35.
21 6
1.34
22.
57 3
4.23
37.
09 6
3.39
35.
00 3
8.51
6
1424
--
0.78
21.
86 2
3.72
31.
57 2
2.97
23.
72 3
-1.
33 2
2.85
25.
43 3
2.34
23.
80 2
7.17
3
1612
-0.
68 2
1.51
22.
46 2
4.09
32.
01 2
3.16
24.
09 3
1.16
22.
10 2
3.37
35.
57 6
2.75
23.
97 3
6.66
6
1616
--
0.93
21.
81 2
3.30
31.
50 2
2.62
23.
30 3
0.58
21.
42 2
2.64
24.
69 3
2.17
23.
33 2
5.96
3
1624
--
-0.
39 1
1.97
20.
65 1
1.70
11.
97 2
--
1.40
23.
22 2
1.21
12.
25 2
4.77
2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
400S
200-
(mils
)
5468
25 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
438.
8711
.84
19.5
08.
8711
.84
19.5
0
816
5.43
8.87
11.8
419
.50
8.87
11.8
419
.50
824
4.90
8.51
11.8
419
.50
8.87
11.8
419
.50
912
5.28
8.52
11.3
518
.54
8.52
11.3
518
.54
916
4.97
8.40
11.3
518
.54
8.52
11.3
518
.54
924
4.11
77.
2310
.45
18.5
38.
1511
.35
18.5
3
1012
4.82
7.98
10.5
317
.55
8.15
10.5
317
.55
1016
4.29
77.
2410
.06
17.5
58.
0310
.53
17.5
5
1024
3.32
65.
95 6
8.63
715
.85
6.97
69.
84 7
15.8
5
1212
3.59
65.
88 7
8.43
14.1
06.
62 7
9.36
14.1
0
1216
2.96
65.
08 6
7.50
612
.93
5.94
68.
57 6
12.9
3
1224
1.88
33.
70 3
5.91
610
.97
64.
78 3
7.24
610
.97
6
1412
2.48
34.
11 6
6.10
610
.03
74.
85 6
7.01
610
.03
7
1416
1.83
33.
32 3
5.18
68.
96 6
4.17
36.
24 6
8.96
6
1424
0.40
21.
99 2
3.64
37.
16 3
3.03
24.
93 3
7.16
3
1612
1.58
22.
78 3
4.17
37.
06 6
3.47
35.
00 3
7.06
6
1616
0.96
22.
03 2
3.34
36.
10 3
2.83
24.
30 3
6.10
3
1624
-0.
40 2
1.93
24.
49 2
1.76
23.
11 2
4.49
2
25 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
400S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
653.
806.
899.
246.
899.
243.
074.
387.
9310
.57
16.4
37.
9310
.57
16.4
3
816
2.61
3.80
6.89
9.24
6.89
9.24
3.07
4.38
7.93
10.5
716
.43
7.93
10.5
716
.43
824
2.18
3.56
6.38
9.24
6.89
9.24
2.68
4.30
7.45
10.5
716
.43
7.93
10.5
716
.43
912
2.58
3.72
6.65
8.91
6.65
8.91
3.05
4.28
7.68
10.2
115
.86
7.68
10.2
115
.86
916
2.30
3.65
6.65
8.91
6.65
8.91
2.83
4.28
7.68
10.2
115
.86
7.68
10.2
115
.86
924
1.78
63.
06 7
5.83
8.49
6.65
8.91
2.28
73.
776.
9110
.06
15.8
67.
6810
.21
15.8
6
1012
2.30
3.60
6.39
8.57
6.39
8.57
2.84
4.17
7.39
9.82
15.2
67.
399.
8215
.26
1016
1.98
73.
235.
988.
516.
398.
572.
49 7
3.93
7.22
9.82
15.2
67.
399.
8215
.26
1024
1.37
62.
55 6
4.94
77.
325.
95 7
8.54
1.83
63.
21 6
6.13
8.88
15.1
27.
189.
8215
.26
1212
1.72
62.
83 6
5.06
7.25
5.80
7.82
2.17
63.
47 7
6.16
8.69
13.9
36.
758.
9813
.93
1216
1.31
32.
36 6
4.38
66.
45 7
5.28
67.
56 7
1.73
62.
98 6
5.43
77.
8513
.29
6.38
78.
9813
.93
1224
0.27
21.
52 3
3.17
65.
05 6
4.34
66.
48 6
0.89
32.
09 3
4.15
66.
37 6
11.4
25.
38 6
7.88
613
.33
1412
1.13
32.
07 6
3.69
65.
44 6
4.49
66.
44 6
1.50
32.
62 6
4.60
66.
65 7
11.2
25.
46 6
7.72
712
.52
1416
0.67
21.
54 3
2.96
34.
59 6
3.92
35.
77 6
1.01
32.
06 3
3.82
65.
75 6
10.0
7 7
4.84
67.
01 6
11.6
8 7
1424
-0.
27 2
1.71
23.
13 3
2.92
24.
62 3
-1.
08 2
2.48
34.
19 3
8.11
63.
76 3
5.78
310
.12
6
1612
0.62
21.
38 3
2.54
33.
91 6
3.35
34.
91 6
0.92
21.
85 3
3.27
34.
90 6
8.51
74.
14 3
5.98
69.
87 7
1616
-0.
84 2
1.82
23.
07 3
2.77
24.
24 3
0.12
21.
26 2
2.50
34.
00 3
7.37
63.
51 3
5.26
38.
96 6
1624
--
0.07
21.
66 2
1.78
23.
10 2
--
1.19
22.
48 2
5.47
32.
45 2
4.03
27.
42 3
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
550S
137-
(mils
)
5468
25 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
154.
457.
8111
.26
18.3
77.
8111
.26
18.3
75.
208.
8612
.17
20.7
68.
8612
.17
20.7
6
816
3.15
4.45
7.81
11.2
618
.37
7.81
11.2
618
.37
5.20
8.86
12.1
720
.76
8.86
12.1
720
.76
824
2.83
4.40
7.81
11.2
618
.37
7.81
11.2
618
.37
5.20
8.86
12.1
720
.76
8.86
12.1
720
.76
912
3.10
4.40
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
916
2.95
4.40
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
924
2.41
73.
927.
4810
.94
17.7
67.
6710
.94
17.7
64.
898.
4811
.97
20.2
58.
6611
.97
20.2
5
1012
2.95
4.34
7.52
10.6
117
.10
7.52
10.6
117
.10
5.04
8.44
11.7
519
.72
8.44
11.7
519
.72
1016
2.61
4.14
7.52
10.6
117
.10
7.52
10.6
117
.10
5.04
8.44
11.7
519
.72
8.44
11.7
519
.72
1024
1.97
63.
40 7
6.62
10.1
217
.10
7.40
10.6
117
.10
4.33
7.82
11.7
519
.72
8.44
11.7
519
.72
1212
2.32
63.
776.
859.
9115
.67
7.18
9.91
15.6
74.
627.
9111
.26
18.4
97.
9411
.26
18.4
9
1216
1.88
63.
25 6
6.13
79.
1415
.56
6.87
79.
9115
.56
4.10
77.
1710
.96
18.4
97.
9411
.26
18.4
9
1224
1.09
32.
31 6
4.83
67.
63 6
13.6
25.
81 6
9.00
613
.62
3.13
65.
85 6
9.41
717
.17
6.96
610
.53
718
.49
1412
1.68
62.
93 6
5.32
77.
9613
.24
6.02
78.
9613
.24
3.71
66.
32 7
9.64
16.4
67.
12 7
10.4
716
.73
1416
1.17
32.
32 6
4.51
67.
00 6
12.0
35.
34 6
8.19
612
.03
3.08
65.
47 6
8.64
715
.17
6.44
69.
62 7
16.7
3
1424
-1.
24 3
3.11
35.
36 6
9.96
64.
16 3
6.85
69.
96 6
1.96
33.
99 3
6.89
612
.94
75.
23 3
8.15
615
.00
7
1612
1.09
32.
11 3
3.94
65.
98 6
10.1
9 7
4.67
67.
00 6
10.1
9 7
2.82
64.
83 6
7.54
612
.90
5.69
68.
42 6
14.3
2
1616
0.40
21.
46 3
3.11
35.
02 6
8.99
63.
97 3
6.21
68.
99 6
2.13
33.
94 3
6.49
611
.59
74.
96 3
7.52
613
.24
7
1624
--
1.71
23.
40 3
6.96
32.
76 2
4.87
36.
96 3
0.78
22.
42 2
4.71
39.
39 6
3.69
25.
99 3
11.4
2 6
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
550S
200-
(mils
)
5468
25 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
959.
9813
.55
23.0
89.
9813
.55
23.0
8
816
5.95
9.98
13.5
523
.08
9.98
13.5
523
.08
824
5.95
9.98
13.5
523
.08
9.98
13.5
523
.08
912
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
916
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
924
5.82
9.77
13.2
522
.46
9.77
13.2
522
.46
1012
5.76
9.54
12.9
121
.80
9.54
12.9
121
.80
1016
5.76
9.54
12.9
121
.80
9.54
12.9
121
.80
1024
5.23
9.22
12.9
121
.80
9.54
12.9
121
.80
1212
5.50
9.02
12.1
720
.40
9.02
12.1
720
.40
1216
4.95
8.54
12.1
720
.40
9.02
12.1
720
.40
1224
3.94
67.
15 7
10.6
419
.95
8.28
712
.01
19.9
5
1412
4.50
77.
5910
.70
18.9
78.
4111
.14
18.9
7
1416
3.84
66.
69 7
9.68
18.0
27.
68 7
10.8
718
.02
1424
2.65
35.
11 6
7.88
615
.68
76.
39 6
9.42
615
.68
7
1612
3.51
65.
93 6
8.72
715
.57
6.83
69.
84 7
15.5
7
1616
2.77
34.
98 6
7.60
614
.16
76.
03 6
8.91
614
.16
7
1624
1.50
23.
34 3
5.69
311
.78
64.
66 3
7.32
311
.78
6
25 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
550S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
713.
917.
099.
617.
099.
613.
124.
508.
1410
.96
17.1
78.
1410
.96
17.1
7
816
2.71
3.91
7.09
9.61
7.09
9.61
3.12
4.50
8.14
10.9
617
.17
8.14
10.9
617
.17
824
2.40
3.86
6.67
9.61
7.09
9.61
2.91
4.50
7.73
10.9
617
.17
8.14
10.9
617
.17
912
2.67
3.84
6.93
9.32
6.93
9.32
3.10
4.41
7.98
10.6
516
.68
7.98
10.6
516
.68
916
2.52
3.84
6.93
9.32
6.93
9.32
3.04
4.41
7.98
10.6
516
.68
7.98
10.6
516
.68
924
2.04
73.
416.
179.
106.
939.
322.
544.
147.
2410
.47
16.6
87.
9810
.65
16.6
8
1012
2.52
3.75
6.70
9.01
6.70
9.01
3.06
4.31
7.72
10.3
016
.14
7.72
10.3
016
.14
1016
2.22
3.57
6.59
9.01
6.70
9.01
2.75
4.29
7.65
10.3
016
.14
7.72
10.3
016
.14
1024
1.65
62.
93 7
5.62
8.31
6.63
9.01
2.14
63.
636.
709.
8716
.14
7.72
10.3
016
.14
1212
1.98
63.
205.
808.
266.
208.
342.
47 7
3.87
6.97
9.55
14.9
57.
159.
5514
.95
1216
1.59
62.
76 6
5.13
77.
496.
00 7
8.34
2.05
63.
41 7
6.27
8.99
14.9
57.
159.
5514
.95
1224
0.80
31.
94 6
3.93
66.
10 6
5.09
67.
52 6
1.28
32.
56 6
5.01
67.
53 7
13.3
36.
22 6
9.02
714
.95
1412
1.42
62.
47 6
4.43
66.
47 7
5.24
67.
48 7
1.83
63.
07 6
5.44
77.
8113
.17
6.30
78.
7413
.66
1416
0.96
31.
94 3
3.69
65.
61 6
4.66
66.
81 6
1.34
32.
52 6
4.65
66.
89 7
11.9
95.
68 6
8.17
713
.63
1424
-1.
02 2
2.39
34.
09 3
3.64
35.
64 3
0.07
21.
53 3
3.26
35.
29 6
9.95
64.
59 3
6.93
612
.04
6
1612
0.89
31.
77 3
3.22
64.
87 6
4.07
65.
92 6
1.23
32.
29 3
4.05
65.
99 6
10.3
54.
96 6
7.12
611
.80
1616
0.12
21.
21 2
2.46
33.
97 3
3.46
35.
22 3
0.70
21.
69 3
3.24
35.
04 6
9.13
64.
31 3
6.37
610
.83
6
1624
--
1.08
22.
45 2
2.41
24.
01 2
-0.
23 2
1.84
23.
41 3
7.07
63.
18 2
5.07
39.
18 6
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
600S
137-
(mils
)
5468
25 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
214.
538.
0011
.63
19.1
48.
0011
.63
19.1
45.
319.
0912
.47
21.4
89.
0912
.47
21.4
8
816
3.21
4.53
8.00
11.6
319
.14
8.00
11.6
319
.14
5.31
9.09
12.4
721
.48
9.09
12.4
721
.48
824
3.03
4.53
8.00
11.6
319
.14
8.00
11.6
319
.14
5.31
9.09
12.4
721
.48
9.09
12.4
721
.48
912
3.17
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
916
3.15
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
924
2.65
4.26
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.79
12.3
021
.03
8.91
12.3
021
.03
1012
3.12
4.44
7.75
11.0
518
.02
7.75
11.0
518
.02
5.16
8.72
12.1
120
.55
8.72
12.1
120
.55
1016
2.84
4.44
7.75
11.0
518
.02
7.75
11.0
518
.02
5.16
8.72
12.1
120
.55
8.72
12.1
120
.55
1024
2.24
73.
797.
3011
.05
18.0
27.
7511
.05
18.0
24.
748.
2812
.11
20.5
58.
7212
.11
20.5
5
1212
2.58
4.14
7.45
10.4
116
.74
7.45
10.4
116
.74
4.99
8.28
11.6
819
.55
8.28
11.6
819
.55
1216
2.16
63.
66 7
6.86
10.2
416
.74
7.45
10.4
116
.74
4.54
7.98
11.6
819
.55
8.28
11.6
819
.55
1224
1.39
62.
76 6
5.62
68.
7915
.68
6.57
610
.11
15.6
83.
63 6
6.72
710
.56
19.3
77.
79 7
11.6
419
.55
1412
1.96
63.
39 6
6.16
9.13
15.3
46.
869.
7515
.34
4.19
77.
1910
.95
18.0
87.
7911
.14
18.0
8
1416
1.46
32.
79 6
5.36
68.
18 7
14.1
26.
20 6
9.35
714
.12
3.59
66.
35 7
9.96
17.5
67.
31 7
10.9
418
.08
1424
0.17
21.
72 3
3.93
66.
51 6
12.0
0 7
5.02
68.
03 6
12.0
0 7
2.49
34.
87 6
8.21
615
.30
6.13
69.
49 6
17.3
9
1612
1.37
32.
58 6
4.76
67.
21 7
12.2
45.
51 6
8.27
712
.24
3.33
65.
64 6
8.85
15.2
86.
50 6
9.75
16.4
0
1616
0.81
21.
91 3
3.89
66.
20 6
10.9
6 7
4.79
67.
45 6
10.9
6 7
2.64
34.
74 6
7.77
613
.90
5.77
68.
84 6
15.6
4
1624
-0.
31 2
2.42
34.
47 3
8.78
63.
54 3
6.04
38.
78 6
1.43
23.
19 3
5.91
611
.55
64.
50 3
7.26
613
.72
6
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
600S
200-
(mils
)
5468
25 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
0510
.22
13.9
123
.87
10.2
213
.91
23.8
7
816
6.05
10.2
213
.91
23.8
710
.22
13.9
123
.87
824
6.05
10.2
213
.91
23.8
710
.22
13.9
123
.87
912
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
916
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
924
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
1012
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1016
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1024
5.67
9.58
13.3
622
.73
9.83
13.3
622
.73
1212
5.71
9.38
12.7
121
.46
9.38
12.7
121
.46
1216
5.43
9.38
12.7
121
.46
9.38
12.7
121
.46
1224
4.48
78.
0811
.91
21.4
69.
1612
.71
21.4
6
1412
5.02
8.53
11.9
720
.13
8.86
11.9
720
.13
1416
4.39
77.
6611
.15
20.1
38.
6211
.97
20.1
3
1424
3.24
66.
10 6
9.35
718
.10
7.37
610
.90
718
.10
1612
4.08
66.
92 7
9.98
18.2
17.
82 7
11.0
818
.21
1616
3.35
65.
95 6
8.86
716
.74
7.03
610
.18
716
.74
1624
2.06
34.
27 3
6.91
614
.23
65.
64 3
8.59
614
.23
6
25 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
600S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
874.
207.
6510
.60
7.65
10.6
03.
284.
808.
7112
.01
19.2
08.
7112
.01
19.2
0
816
2.87
4.20
7.65
10.6
07.
6510
.60
3.28
4.80
8.71
12.0
119
.20
8.71
12.0
119
.20
824
2.87
4.20
7.43
10.6
07.
6510
.60
3.28
4.80
8.47
11.9
419
.20
8.71
12.0
119
.20
912
2.85
4.15
7.55
10.4
27.
5510
.42
3.25
4.74
8.61
11.8
118
.87
8.61
11.8
118
.87
916
2.85
4.15
7.55
10.4
27.
5510
.42
3.25
4.74
8.61
11.8
118
.87
8.61
11.8
118
.87
924
2.60
4.15
7.10
10.2
57.
5510
.42
3.12
4.74
8.14
11.5
818
.87
8.61
11.8
118
.87
1012
2.82
4.10
7.45
10.2
17.
4510
.21
3.22
4.68
8.50
11.5
818
.52
8.50
11.5
818
.52
1016
2.76
4.10
7.38
10.2
17.
4510
.21
3.22
4.68
8.42
11.5
818
.52
8.50
11.5
818
.52
1024
2.28
4.04
6.73
9.84
7.45
10.2
12.
794.
687.
7711
.17
18.5
28.
5011
.58
18.5
2
1212
2.58
3.97
7.18
9.76
7.18
9.76
3.12
4.55
8.22
11.0
817
.72
8.22
11.0
817
.72
1216
2.25
3.92
6.81
9.76
7.18
9.76
2.77
4.55
7.85
11.0
817
.72
8.22
11.0
817
.72
1224
1.60
63.
285.
888.
897.
189.
762.
10 7
3.98
6.92
10.2
317
.72
8.22
11.0
817
.72
1412
2.12
3.70
6.77
9.25
6.80
9.25
2.64
4.39
7.80
10.5
116
.83
7.80
10.5
116
.83
1416
1.69
63.
27 7
6.14
9.02
6.80
9.25
2.19
73.
957.
1810
.51
16.8
37.
8010
.51
16.8
3
1424
0.67
62.
46 6
4.87
67.
626.
16 6
9.05
1.22
63.
11 6
5.91
79.
1216
.33
7.36
710
.51
16.8
3
1612
1.62
63.
10 7
5.71
8.33
6.39
8.70
2.09
63.
75 7
6.84
9.82
15.8
67.
339.
9015
.86
1616
1.11
62.
59 6
4.95
67.
435.
95 6
8.66
1.55
63.
21 6
6.04
78.
8815
.57
7.09
79.
9015
.86
1624
-1.
64 3
3.57
65.
82 6
4.91
67.
47 6
0.10
32.
21 3
4.58
67.
19 6
13.4
15.
99 6
8.92
615
.62
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
800S
137-
(mils
)
5468
25 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
374.
768.
5112
.62
21.2
28.
5112
.62
21.2
25.
589.
6913
.29
23.4
69.
6913
.29
23.4
6
816
3.37
4.76
8.51
12.6
221
.22
8.51
12.6
221
.22
5.58
9.69
13.2
923
.46
9.69
13.2
923
.46
824
3.37
4.76
8.51
12.6
221
.22
8.51
12.6
221
.22
5.58
9.69
13.2
923
.46
9.69
13.2
923
.46
912
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
916
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
924
3.24
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
1012
3.31
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1016
3.31
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1024
2.92
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.27
13.0
622
.83
9.46
13.0
622
.83
1212
3.22
4.64
8.16
11.7
919
.64
8.16
11.7
919
.64
5.38
9.18
12.7
822
.11
9.18
12.7
822
.11
1216
2.87
4.64
8.16
11.7
919
.64
8.16
11.7
919
.64
5.38
9.18
12.7
822
.11
9.18
12.7
822
.11
1224
2.20
4.04
7.55
11.5
319
.64
8.16
11.7
919
.64
5.01
8.45
12.7
822
.11
9.18
12.7
822
.11
1412
2.73
4.55
7.94
11.3
018
.68
7.94
11.3
018
.68
5.26
8.86
12.4
621
.33
8.86
12.4
621
.33
1416
2.28
74.
097.
8011
.30
18.6
87.
9411
.30
18.6
85.
008.
7012
.46
21.3
38.
8612
.46
21.3
3
1424
1.34
63.
20 6
6.57
10.3
718
.68
7.47
11.3
018
.68
4.10
77.
4912
.04
21.3
38.
7312
.46
21.3
3
1612
2.20
73.
967.
4310
.78
17.6
37.
6910
.78
17.6
34.
828.
5012
.10
20.5
38.
5012
.10
20.5
3
1616
1.66
63.
38 6
6.64
10.1
217
.63
7.41
10.7
817
.63
4.23
77.
7211
.90
20.5
38.
5012
.10
20.5
3
1624
0.20
32.
30 6
5.19
68.
42 7
15.6
86.
23 6
9.99
715
.68
3.13
66.
23 6
10.1
7 7
19.3
77.
38 6
11.5
0 7
20.5
3
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
800S
200-
(mils
)
5468
25 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
3410
.83
14.8
725
.72
10.8
314
.87
25.7
2
816
6.34
10.8
314
.87
25.7
210
.83
14.8
725
.72
824
6.34
10.8
314
.87
25.7
210
.83
14.8
725
.72
912
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
916
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
924
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
1012
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1016
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1024
6.24
10.5
614
.53
25.2
510
.59
14.5
325
.25
1212
6.12
10.3
014
.11
24.3
910
.30
14.1
124
.39
1216
6.12
10.3
014
.11
24.3
910
.30
14.1
124
.39
1224
5.94
9.75
13.9
624
.39
10.3
014
.11
24.3
9
1412
5.99
9.97
13.6
423
.43
9.97
13.6
423
.43
1416
5.91
9.97
13.6
423
.43
9.97
13.6
423
.43
1424
4.97
8.78
12.9
223
.43
9.97
13.6
423
.43
1612
5.70
9.60
13.1
022
.41
9.60
13.1
022
.41
1616
5.08
9.10
13.1
022
.41
9.60
13.1
022
.41
1624
3.93
67.
55 7
11.4
622
.14
8.68
713
.03
22.1
4
25 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
800S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
944.
317.
8710
.99
7.87
10.9
93.
354.
928.
9412
.42
20.0
08.
9412
.42
20.0
0
816
2.94
4.31
7.87
10.9
97.
8710
.99
3.35
4.92
8.94
12.4
220
.00
8.94
12.4
220
.00
824
2.94
4.31
7.73
10.9
97.
8710
.99
3.35
4.92
8.76
12.3
120
.00
8.94
12.4
220
.00
912
2.92
4.27
7.79
10.8
47.
7910
.84
3.32
4.87
8.86
12.2
619
.74
8.86
12.2
619
.74
916
2.92
4.27
7.79
10.8
47.
7910
.84
3.32
4.87
8.86
12.2
619
.74
8.86
12.2
619
.74
924
2.83
4.27
7.46
10.7
07.
7910
.84
3.32
4.87
8.49
12.0
119
.74
8.86
12.2
619
.74
1012
2.89
4.23
7.71
10.6
87.
7110
.68
3.30
4.83
8.76
12.0
819
.46
8.76
12.0
819
.46
1016
2.89
4.23
7.68
10.6
87.
7110
.68
3.30
4.83
8.72
12.0
819
.46
8.76
12.0
819
.46
1024
2.55
4.23
7.16
10.3
67.
7110
.68
3.08
4.83
8.19
11.6
819
.46
8.76
12.0
819
.46
1212
2.83
4.13
7.52
10.3
27.
5210
.32
3.25
4.72
8.56
11.6
718
.82
8.56
11.6
718
.82
1216
2.53
4.13
7.22
10.3
27.
5210
.32
3.05
4.72
8.25
11.6
718
.82
8.56
11.6
718
.82
1224
1.94
3.71
6.47
9.59
7.52
10.3
22.
454.
457.
5010
.92
18.8
28.
5611
.67
18.8
2
1412
2.42
4.02
7.19
9.90
7.25
9.90
2.96
4.59
8.22
11.2
118
.09
8.29
11.2
118
.09
1416
2.02
3.72
6.68
9.83
7.25
9.90
2.55
4.44
7.71
11.1
518
.09
8.29
11.2
118
.09
1424
1.13
62.
97 7
5.65
8.68
7.09
9.90
1.69
63.
676.
6810
.01
18.0
98.
2911
.21
18.0
9
1612
1.97
73.
596.
729.
456.
919.
452.
494.
287.
7510
.71
17.2
97.
9110
.71
17.2
9
1616
1.48
63.
10 7
6.05
9.13
6.91
9.45
1.98
63.
787.
0810
.45
17.2
97.
9110
.71
17.2
9
1624
0.14
32.
18 6
4.71
67.
63 7
5.95
69.
17 7
0.72
62.
83 6
5.73
78.
9716
.63
7.15
710
.71
17.2
9
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
925S
137-
(mils
)
5468
25 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
434.
868.
7213
.01
22.0
48.
7213
.01
22.0
45.
699.
9213
.62
24.2
49.
9213
.62
24.2
4
816
3.43
4.86
8.72
13.0
122
.04
8.72
13.0
122
.04
5.69
9.92
13.6
224
.24
9.92
13.6
224
.24
824
3.43
4.86
8.72
13.0
122
.04
8.72
13.0
122
.04
5.69
9.92
13.6
224
.24
9.92
13.6
224
.24
912
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
916
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
924
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
1012
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1016
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1024
3.20
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.66
13.4
323
.74
9.74
13.4
323
.74
1212
3.33
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.52
13.2
123
.15
9.52
13.2
123
.15
1216
3.17
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.52
13.2
123
.15
9.52
13.2
123
.15
1224
2.57
4.46
8.11
12.1
920
.78
8.43
12.3
420
.78
5.48
8.99
13.2
123
.15
9.52
13.2
123
.15
1412
3.06
4.70
8.26
11.9
320
.00
8.26
11.9
320
.00
5.43
9.26
12.9
622
.49
9.26
12.9
622
.49
1416
2.65
4.52
8.26
11.9
320
.00
8.26
11.9
320
.00
5.43
9.19
12.9
622
.49
9.26
12.9
622
.49
1424
1.81
73.
717.
3011
.30
20.0
08.
2611
.93
20.0
04.
688.
2012
.88
22.4
99.
2612
.96
22.4
9
1612
2.59
4.43
8.05
11.5
019
.13
8.05
11.5
019
.13
5.32
8.97
12.6
621
.79
8.97
12.6
621
.79
1616
2.08
73.
897.
6911
.50
19.1
38.
0511
.50
19.1
34.
828.
5812
.66
21.7
98.
9712
.66
21.7
9
1624
0.85
62.
88 6
6.37
710
.27
18.8
77.
23 7
11.5
018
.87
3.79
77.
2811
.87
21.7
98.
5012
.66
21.7
9
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
925S
200-
(mils
)
5468
25 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
4511
.06
15.2
426
.42
11.0
615
.24
26.4
2
816
6.45
11.0
615
.24
26.4
211
.06
15.2
426
.42
824
6.45
11.0
615
.24
26.4
211
.06
15.2
426
.42
912
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
916
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
924
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
1012
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1016
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1024
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1212
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1216
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1224
6.28
10.2
814
.57
25.5
410
.65
14.6
425
.54
1412
6.17
10.3
814
.26
24.7
610
.38
14.2
624
.76
1416
6.17
10.3
814
.26
24.7
610
.38
14.2
624
.76
1424
5.60
9.48
13.7
224
.76
10.3
814
.26
24.7
6
1612
6.05
10.0
913
.84
23.9
010
.09
13.8
423
.90
1616
5.73
9.87
13.8
423
.90
10.0
913
.84
23.9
0
1624
4.67
8.56
12.7
323
.90
9.88
13.8
423
.90
25 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
925S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
974.
377.
9811
.17
7.98
11.1
73.
384.
979.
0512
.61
20.3
89.
0512
.61
20.3
8
816
2.97
4.37
7.98
11.1
77.
9811
.17
3.38
4.97
9.05
12.6
120
.38
9.05
12.6
120
.38
824
2.97
4.37
7.69
10.9
77.
9811
.17
3.38
4.97
8.71
12.2
820
.38
9.05
12.6
120
.38
912
2.95
4.33
7.91
11.0
47.
9111
.04
3.36
4.93
8.97
12.4
620
.15
8.97
12.4
620
.15
916
2.95
4.33
7.85
11.0
47.
9111
.04
3.36
4.93
8.88
12.4
620
.15
8.97
12.4
620
.15
924
2.75
4.33
7.40
10.6
57.
9111
.04
3.28
4.93
8.43
11.9
720
.15
8.97
12.4
620
.15
1012
2.93
4.29
7.83
10.9
07.
8310
.90
3.33
4.89
8.89
12.3
119
.90
8.89
12.3
119
.90
1016
2.92
4.29
7.64
10.9
07.
8310
.90
3.33
4.89
8.67
12.2
319
.90
8.89
12.3
119
.90
1024
2.45
4.29
7.08
10.3
07.
8310
.90
2.98
4.89
8.11
11.6
119
.90
8.89
12.3
119
.90
1212
2.78
4.21
7.55
10.5
87.
6610
.58
3.28
4.80
8.58
11.9
519
.33
8.71
11.9
519
.33
1216
2.44
4.21
7.15
10.3
77.
6610
.58
2.96
4.80
8.17
11.6
919
.33
8.71
11.9
519
.33
1224
1.70
3.60
6.34
9.47
7.66
10.5
82.
264.
347.
3610
.79
19.1
38.
7111
.95
19.3
3
1412
2.34
4.08
7.11
10.2
17.
4610
.21
2.87
4.68
8.14
11.5
418
.69
8.51
11.5
418
.69
1416
1.90
3.64
6.57
9.72
7.46
10.2
12.
424.
387.
5911
.04
18.6
98.
5111
.54
18.6
9
1424
0.77
62.
79 7
5.47
8.50
7.08
10.2
11.
33 6
3.51
6.48
9.82
17.9
78.
4011
.54
18.6
9
1612
1.86
73.
546.
619.
777.
169.
802.
394.
247.
6311
.09
17.9
78.
1811
.09
17.9
7
1616
1.22
62.
99 7
5.89
8.97
7.03
9.80
1.78
63.
686.
9110
.29
17.9
78.
1811
.09
17.9
7
1624
-1.
92 6
4.46
67.
37 7
5.91
69.
46 7
0.23
62.
61 6
5.47
78.
7016
.64
7.14
711
.06
17.9
7
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
1000
S13
7-(m
ils)
5468
30 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S16
2-(m
ils)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
464.
908.
8113
.19
22.4
38.
8113
.19
22.4
35.
7410
.03
13.7
724
.62
10.0
313
.77
24.6
2
816
3.46
4.90
8.81
13.1
922
.43
8.81
13.1
922
.43
5.74
10.0
313
.77
24.6
210
.03
13.7
724
.62
824
3.46
4.90
8.81
13.1
922
.43
8.81
13.1
922
.43
5.74
10.0
313
.77
24.6
210
.03
13.7
724
.62
912
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
916
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
924
3.40
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.85
13.6
924
.40
9.95
13.6
924
.40
1012
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1016
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1024
3.10
4.86
8.69
12.8
721
.92
8.70
12.9
221
.92
5.67
9.53
13.6
124
.17
9.87
13.6
124
.17
1212
3.38
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.67
13.4
123
.64
9.67
13.4
123
.64
1216
3.09
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.60
13.4
123
.64
9.67
13.4
123
.64
1224
2.38
4.33
7.96
12.0
621
.06
8.56
12.6
021
.06
5.36
8.78
13.4
123
.64
9.67
13.4
123
.64
1412
2.98
4.76
8.40
12.2
320
.62
8.40
12.2
320
.62
5.51
9.45
13.1
923
.05
9.45
13.1
923
.05
1416
2.53
4.42
8.18
12.2
320
.62
8.40
12.2
320
.62
5.42
9.01
13.1
923
.05
9.45
13.1
923
.05
1424
1.46
73.
527.
0911
.10
19.9
38.
2512
.23
19.9
34.
517.
9112
.67
23.0
59.
4513
.19
23.0
5
1612
2.48
4.35
8.22
11.8
419
.84
8.23
11.8
419
.84
5.30
9.06
12.9
322
.41
9.19
12.9
322
.41
1616
1.91
73.
757.
5111
.56
19.8
48.
2311
.84
19.8
44.
718.
3312
.93
22.4
19.
1912
.93
22.4
1
1624
0.35
62.
56 6
6.08
79.
9918
.63
7.12
711
.84
18.6
33.
57 7
6.89
11.5
921
.87
8.45
12.9
322
.41
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
1000
S20
0-(m
ils)
5468
30 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S25
0-(m
ils)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
5011
.17
15.4
226
.76
11.1
715
.42
26.7
6
816
6.50
11.1
715
.42
26.7
611
.17
15.4
226
.76
824
6.50
11.1
715
.42
26.7
611
.17
15.4
226
.76
912
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
916
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
924
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
1012
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1016
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1024
6.43
10.8
015
.18
26.4
411
.01
15.1
826
.44
1212
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1216
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1224
6.33
10.0
514
.44
26.0
610
.81
14.8
926
.06
1412
6.26
10.5
814
.56
25.3
810
.58
14.5
625
.38
1416
6.26
10.2
814
.56
25.3
810
.58
14.5
625
.38
1424
5.44
9.17
13.5
125
.38
10.5
814
.56
25.3
8
1612
6.15
10.3
114
.18
24.6
110
.31
14.1
824
.61
1616
5.63
9.60
13.9
624
.61
10.3
114
.18
24.6
1
1624
4.46
8.14
12.4
424
.61
9.85
14.1
824
.61
30 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
1000
S30
0-(m
ils)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
121.
64 6
2.62
74.
636.
445.
286.
922.
10 6
3.26
5.71
7.85
11.6
16.
238.
0711
.61
816
1.27
62.
21 6
4.03
65.
75 7
4.81
66.
70 7
1.70
62.
83 6
5.07
77.
1210
.75
5.91
78.
0711
.61
824
0.55
31.
48 3
2.98
64.
55 6
3.99
65.
78 6
0.99
32.
05 6
3.95
65.
85 6
9.10
5.03
67.
15 6
11.2
6
912
1.23
32.
10 6
3.67
65.
21 7
4.37
66.
06 7
1.63
62.
68 6
4.62
76.
459.
635.
36 7
7.36
10.6
3
916
0.83
31.
65 3
3.04
64.
49 6
3.87
65.
49 6
1.20
32.
20 6
3.94
65.
68 6
8.64
4.82
66.
75 6
10.4
2
924
-0.
87 2
1.96
33.
26 3
3.00
34.
52 3
0.13
21.
36 3
2.77
34.
35 6
6.94
63.
89 3
5.70
69.
17 6
1012
0.86
31.
61 3
2.83
64.
12 6
3.54
64.
98 6
1.20
32.
12 6
3.64
65.
18 6
7.78
4.40
66.
11 6
9.31
1016
0.41
21.
14 3
2.20
33.
40 6
3.03
34.
40 6
0.75
21.
62 3
2.96
34.
41 6
6.79
63.
85 3
5.49
68.
58 6
1024
--
1.14
22.
18 3
2.16
23.
42 3
-0.
75 2
1.80
23.
09 3
5.11
62.
91 2
4.43
37.
32 6
1212
0.06
20.
81 2
1.54
22.
42 3
2.20
23.
23 3
0.50
21.
19 2
2.11
33.
19 3
4.89
62.
83 3
4.06
36.
31 6
1216
-0.
08 2
0.96
21.
76 2
1.72
22.
69 2
-0.
68 2
1.47
22.
46 3
3.98
32.
31 2
3.47
35.
62 3
1224
--
-0.
23 2
0.92
11.
78 2
--
-1.
25 2
2.45
21.
43 2
2.49
24.
47 2
1412
-0.
01 1
0.69
21.
28 2
1.28
21.
98 2
-0.
52 2
1.09
21.
82 2
2.93
31.
73 2
2.59
24.
18 3
1416
--
-0.
70 2
0.86
11.
51 2
--
0.52
21.
18 2
2.13
21.
26 2
2.07
23.
57 2
1424
--
--
-0.
72 1
--
--
0.34
20.
23 1
1.20
12.
56 2
1612
--
-0.
57 1
0.69
11.
18 1
--
0.44
10.
94 2
1.68
21.
01 1
1.62
22.
77 2
1616
--
--
0.14
10.
77 1
--
-0.
06 1
0.98
20.
59 1
1.16
12.
24 2
1624
--
--
--
--
--
--
0.10
11.
36 1
30 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
162-
(mils
)
50 k
si50
ksi
97
362S
137-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
25 7
3.56
6.38
8.96
13.3
46.
608.
9613
.34
4.41
7.36
10.2
616
.14
7.36
10.2
616
.14
816
1.86
63.
11 7
5.76
8.40
13.0
26.
378.
9613
.02
3.95
6.81
10.1
816
.14
7.36
10.2
616
.14
824
1.15
32.
28 6
4.64
67.
10 7
11.3
15.
43 6
8.27
711
.31
3.11
65.
65 7
8.85
14.7
86.
60 7
9.76
16.1
4
912
1.80
63.
01 6
5.36
7.75
11.7
15.
938.
4911
.71
3.79
76.
369.
4914
.89
6.99
9.80
14.8
9
916
1.37
32.
48 6
4.66
66.
94 7
10.6
65.
34 6
7.94
710
.66
3.26
65.
63 7
8.64
13.8
56.
43 7
9.43
14.8
9
924
0.42
21.
56 3
3.46
65.
55 6
8.86
74.
31 6
6.80
68.
86 7
2.30
34.
36 6
7.16
611
.90
5.39
68.
17 6
14.1
9
1012
1.38
32.
42 6
4.35
66.
39 7
9.61
4.94
67.
26 7
9.61
3.17
65.
20 7
7.97
12.4
75.
90 7
8.68
13.6
2
1016
0.91
31.
86 3
3.63
65.
56 6
8.55
74.
33 6
6.58
68.
55 7
2.58
64.
45 6
7.08
611
.32
5.28
67.
91 6
13.1
7
1024
-0.
89 2
2.41
34.
15 3
6.76
63.
27 3
5.42
36.
76 6
1.56
33.
16 3
5.56
69.
37 6
4.21
36.
59 6
11.6
7 6
1212
0.64
21.
41 3
2.71
34.
07 6
6.24
63.
29 3
4.91
66.
24 6
2.02
33.
51 6
5.40
68.
37 7
4.25
66.
11 6
9.88
7
1216
-0.
83 2
2.01
23.
29 3
5.27
62.
68 2
4.25
35.
27 6
1.39
22.
73 3
4.53
37.
29 6
3.59
35.
34 3
9.03
6
1224
--
0.77
21.
98 2
3.62
31.
66 2
3.16
23.
62 3
-1.
42 2
3.06
25.
48 3
2.47
24.
05 2
7.62
3
1412
-0.
63 2
1.50
22.
46 2
3.92
32.
02 2
3.20
23.
92 3
1.12
22.
10 2
3.41
35.
47 6
2.79
24.
04 3
6.82
6
1416
--
0.87
21.
76 2
3.05
31.
48 2
2.62
23.
05 3
0.22
21.
38 2
2.63
24.
52 3
2.18
23.
35 2
6.07
3
1424
--
-0.
12 1
1.60
20.
27 1
1.65
11.
60 2
--
1.31
22.
91 2
1.15
12.
20 2
4.81
2
1612
--
0.71
21.
39 2
2.39
21.
18 2
2.04
22.
39 2
0.45
21.
11 2
2.06
23.
52 3
1.72
22.
61 2
4.69
3
1616
--
-0.
78 1
1.63
20.
69 1
1.53
11.
63 2
-0.
14 1
1.37
22.
68 2
1.18
12.
01 2
4.03
2
1624
--
--
--
0.68
1-
--
-1.
27 2
-1.
00 1
2.93
2
30 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
250-
(mils
)
50 k
si50
ksi
97
362S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
228.
4311
.18
17.9
68.
4311
.18
17.9
6
816
4.80
8.16
11.1
817
.96
8.43
11.1
817
.96
824
3.90
66.
94 7
10.0
817
.49
7.90
711
.18
17.4
9
912
4.59
7.64
10.6
116
.93
8.03
10.6
116
.93
916
4.03
76.
879.
7916
.60
7.69
10.6
116
.60
924
3.01
65.
52 6
8.25
714
.58
6.58
69.
54 7
14.5
8
1012
3.89
66.
469.
0715
.25
7.20
9.94
15.2
5
1016
3.27
65.
63 6
8.13
714
.02
6.51
69.
20 7
14.0
2
1024
2.17
34.
22 6
6.53
611
.92
75.
32 6
7.87
611
.92
7
1212
2.59
34.
35 6
6.46
610
.48
5.12
67.
41 6
10.4
8
1216
1.92
33.
52 3
5.49
69.
31 6
4.41
36.
60 6
9.31
6
1224
0.41
22.
11 2
3.86
37.
34 6
3.21
25.
22 3
7.34
6
1412
1.54
22.
76 3
4.24
37.
03 6
3.48
35.
11 3
7.03
6
1416
0.89
21.
98 2
3.35
35.
98 3
2.81
24.
36 3
5.98
3
1424
-0.
11 2
1.86
24.
23 2
1.69
23.
10 2
4.23
2
1612
0.77
21.
60 2
2.62
24.
65 3
2.25
23.
39 2
4.65
3
1616
-0.
90 2
1.84
23.
73 2
1.65
22.
73 2
3.73
2
1624
--
-2.
20 2
0.34
11.
63 1
2.20
2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
97
362S
300-
(mils
)
5468
30 p
sf L
ater
al L
oad
97
33 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
121.
91 7
3.02
5.42
7.53
5.75
7.55
2.42
73.
706.
618.
7613
.07
6.71
8.76
13.0
7
816
1.56
62.
63 6
4.83
6.85
5.60
7.55
2.04
63.
29 7
5.98
8.35
13.0
76.
718.
7613
.07
824
0.93
31.
91 6
3.77
65.
64 7
4.79
66.
88 7
1.35
32.
54 6
4.86
67.
08 7
11.5
75.
94 6
8.38
713
.07
912
1.53
62.
52 6
4.47
76.
315.
18 7
7.07
1.97
63.
15 7
5.53
7.70
12.0
26.
288.
2212
.14
916
1.13
32.
07 6
3.82
65.
57 7
4.67
66.
60 7
1.54
62.
68 6
4.84
66.
9111
.02
5.74
68.
0112
.14
924
0.12
21.
28 3
2.69
34.
27 6
3.78
35.
59 6
0.73
31.
83 3
3.63
65.
53 6
9.27
74.
79 6
6.94
611
.31
7
1012
1.15
32.
03 6
3.59
65.
16 7
4.33
66.
08 7
1.54
62.
60 6
4.52
66.
39 7
10.0
45.
31 6
7.37
711
.19
1016
0.72
21.
55 3
2.92
64.
39 6
3.79
65.
47 6
1.08
32.
08 3
3.80
65.
57 6
9.00
4.74
66.
72 6
10.6
7
1024
-0.
67 2
1.77
33.
07 3
2.87
34.
42 3
-1.
18 2
2.56
34.
15 3
7.22
63.
74 3
5.60
39.
31 6
1212
0.49
21.
16 2
2.14
33.
27 3
2.87
34.
17 3
0.78
21.
61 3
2.83
34.
19 6
6.73
63.
62 3
5.16
68.
12 6
1216
-0.
66 2
1.49
22.
52 3
2.34
23.
56 3
-1.
06 2
2.12
33.
38 3
5.73
63.
05 3
4.51
37.
34 6
1224
--
-1.
26 2
1.44
22.
54 2
--
0.92
22.
01 2
4.03
32.
07 2
3.41
26.
02 3
1412
-0.
51 2
1.12
21.
92 2
1.80
22.
74 2
-0.
84 2
1.62
22.
59 3
4.35
32.
36 2
3.49
35.
61 3
1416
--
0.27
21.
23 2
1.31
22.
19 2
--
0.97
21.
85 2
3.44
31.
82 2
2.89
24.
90 3
1424
--
--
0.19
11.
26 1
--
-0.
05 2
1.92
20.
92 1
1.88
23.
70 2
1612
--
0.45
21.
00 2
1.06
21.
73 2
-0.
03 1
0.80
21.
48 2
2.70
21.
46 2
2.28
23.
81 2
1616
--
-0.
01 1
0.62
11.
24 1
--
-0.
82 2
1.90
20.
98 1
1.75
23.
19 2
1624
--
--
-0.
06 1
--
--
--
0.85
12.
14 1
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
400S
137-
(mils
)
5468
30 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
553.
966.
949.
5814
.87
6.94
9.58
14.8
74.
727.
7910
.79
17.5
87.
7910
.79
17.5
8
816
2.18
73.
536.
559.
5814
.87
6.94
9.58
14.8
74.
437.
6910
.79
17.5
87.
7910
.79
17.5
8
824
1.50
62.
75 6
5.47
78.
3513
.96
6.25
79.
4813
.96
3.63
76.
5910
.08
17.5
57.
5010
.79
17.5
8
912
2.13
63.
456.
248.
9913
.88
6.72
9.14
13.8
84.
297.
2910
.47
16.6
67.
4610
.47
16.6
6
916
1.71
62.
95 6
5.55
78.
1913
.25
6.23
79.
1413
.25
3.79
76.
589.
9916
.66
7.36
10.4
716
.66
924
0.94
32.
04 6
4.33
66.
78 6
11.4
35.
21 6
8.05
611
.43
2.86
65.
32 6
8.52
714
.85
6.35
69.
54 7
16.6
6
1012
1.71
62.
92 6
5.26
77.
7012
.11
5.87
78.
6012
.11
3.70
76.
259.
4215
.36
6.97
10.0
015
.47
1016
1.24
32.
35 6
4.51
66.
83 7
11.0
15.
24 6
7.90
711
.01
3.13
65.
48 6
8.51
14.1
86.
34 6
9.37
15.4
7
1024
0.03
21.
36 3
3.22
35.
33 6
9.12
64.
15 3
6.68
69.
12 6
2.10
34.
12 6
6.92
612
.14
75.
23 6
8.01
614
.28
7
1212
0.94
21.
86 3
3.49
65.
24 6
8.34
74.
13 6
6.16
68.
34 7
2.55
64.
34 6
6.72
610
.87
5.12
67.
49 6
12.3
3
1216
0.16
21.
25 2
2.72
34.
37 3
7.26
63.
47 3
5.44
37.
26 6
1.90
33.
51 3
5.76
69.
68 6
4.43
36.
66 6
11.3
8 6
1224
--
1.44
22.
90 2
5.45
32.
36 2
4.22
25.
45 3
0.41
22.
12 2
4.15
37.
70 6
3.25
25.
26 3
9.78
6
1412
0.09
21.
00 2
2.13
33.
37 3
5.56
62.
73 3
4.23
35.
56 6
1.56
22.
86 3
4.54
37.
47 6
3.64
35.
28 3
8.81
6
1416
-0.
02 2
1.41
22.
57 2
4.58
32.
11 2
3.56
24.
58 3
0.91
22.
05 2
3.64
36.
39 6
2.95
24.
49 3
7.94
6
1424
--
-1.
22 2
2.93
21.
07 2
2.44
22.
93 2
-0.
11 2
2.13
24.
57 3
1.79
23.
17 2
6.48
3
1612
-0.
09 2
1.15
22.
06 2
3.60
31.
70 2
2.83
23.
60 3
0.80
21.
68 2
2.92
25.
03 3
2.39
23.
58 2
6.23
3
1616
--
0.20
21.
34 2
2.73
21.
14 2
2.23
22.
73 2
-0.
94 2
2.11
24.
07 3
1.77
22.
87 2
5.45
3
1624
--
--
1.28
2-
1.22
11.
28 2
--
0.25
12.
46 2
0.71
11.
68 1
4.15
2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
400S
200-
(mils
)
5468
30 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
438.
8711
.84
19.5
08.
8711
.84
19.5
0
816
5.32
8.87
11.8
419
.50
8.87
11.8
419
.50
824
4.49
7.95
11.4
619
.50
8.86
11.8
419
.50
912
5.15
8.52
11.3
518
.54
8.52
11.3
518
.54
916
4.62
7.91
11.2
318
.54
8.52
11.3
518
.54
924
3.64
66.
58 7
9.72
17.5
97.
63 7
10.9
917
.59
1012
4.50
7.53
10.3
817
.55
8.15
10.5
317
.55
1016
3.89
66.
71 7
9.46
16.9
67.
59 7
10.5
116
.96
1024
2.80
65.
26 6
7.85
614
.83
6.40
69.
21 6
14.8
3
1212
3.20
65.
39 6
7.86
713
.38
6.20
68.
87 7
13.3
8
1216
2.51
34.
49 6
6.82
612
.10
75.
45 6
8.01
612
.10
7
1224
1.31
22.
98 3
5.07
39.
94 6
4.17
36.
54 3
9.94
6
1412
2.08
33.
62 3
5.53
69.
37 6
4.43
36.
53 6
9.37
6
1416
1.37
22.
76 3
4.53
38.
19 6
3.69
35.
68 3
8.19
6
1424
-1.
30 2
2.84
26.
22 3
2.44
24.
25 2
6.22
3
1612
1.20
22.
32 2
3.66
36.
47 6
3.08
24.
57 3
6.47
6
1616
0.14
21.
50 2
2.74
25.
42 3
2.38
23.
79 2
5.42
3
1624
--
1.21
23.
65 2
1.21
12.
49 2
3.65
2
30 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
400S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
653.
806.
899.
246.
899.
243.
074.
387.
9310
.57
16.4
37.
9310
.57
16.4
3
816
2.43
3.80
6.80
9.24
6.89
9.24
2.95
4.38
7.87
10.5
716
.43
7.93
10.5
716
.43
824
1.93
73.
285.
968.
836.
899.
242.
424.
017.
0410
.20
16.4
37.
9310
.57
16.4
3
912
2.41
3.72
6.65
8.91
6.65
8.91
2.95
4.28
7.68
10.2
115
.86
7.68
10.2
115
.86
916
2.09
73.
416.
368.
916.
658.
912.
614.
137.
4310
.21
15.8
67.
6810
.21
15.8
6
924
1.48
62.
73 6
5.30
7.91
6.38
8.91
1.96
63.
42 7
6.38
9.48
15.8
67.
6710
.21
15.8
6
1012
2.10
73.
386.
208.
576.
398.
572.
624.
087.
399.
8215
.26
7.39
9.82
15.2
6
1016
1.73
62.
95 7
5.55
8.02
6.39
8.57
2.22
63.
646.
779.
6115
.26
7.39
9.82
15.2
6
1024
1.00
32.
16 6
4.36
66.
65 7
5.51
68.
05 7
1.47
62.
81 6
5.52
78.
1914
.26
6.72
79.
6415
.26
1212
1.47
62.
55 6
4.65
76.
765.
48 7
7.79
1.90
63.
17 6
5.72
78.
1813
.70
6.60
78.
9813
.93
1216
1.00
32.
01 6
3.88
65.
87 6
4.89
67.
11 6
1.40
32.
61 6
4.90
67.
23 7
12.5
05.
97 6
8.54
713
.93
1224
-1.
06 3
2.52
34.
30 6
3.83
35.
90 6
0.09
21.
61 3
3.46
35.
57 6
10.4
1 7
4.84
37.
27 6
12.5
5 7
1412
0.85
31.
74 3
3.24
64.
92 6
4.14
66.
03 6
1.20
32.
28 3
4.12
66.
09 6
10.5
25.
08 6
7.28
612
.03
1416
0.01
21.
16 2
2.43
33.
98 6
3.50
35.
29 6
0.55
21.
65 3
3.25
35.
09 6
9.24
64.
39 3
6.49
611
.02
6
1424
--
0.64
22.
37 3
2.39
24.
01 3
-0.
06 2
1.77
23.
37 3
7.08
63.
19 2
5.13
39.
29 6
1612
0.06
21.
05 2
2.10
33.
39 3
2.99
34.
50 3
0.60
21.
49 2
2.79
34.
34 6
7.81
63.
75 3
5.53
69.
31 6
1616
-0.
08 2
1.31
22.
47 3
2.35
23.
76 3
-0.
84 2
1.94
23.
36 3
6.57
63.
06 2
4.74
38.
30 6
1624
--
-0.
34 2
1.26
22.
51 2
--
-1.
69 2
4.47
31.
89 2
3.39
26.
61 3
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
550S
137-
(mils
)
5468
30 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
154.
457.
8111
.26
18.3
77.
8111
.26
18.3
75.
208.
8612
.17
20.7
68.
8612
.17
20.7
6
816
3.09
4.45
7.81
11.2
618
.37
7.81
11.2
618
.37
5.20
8.86
12.1
720
.76
8.86
12.1
720
.76
824
2.57
4.11
7.69
11.2
618
.37
7.81
11.2
618
.37
5.12
8.61
12.1
720
.76
8.86
12.1
720
.76
912
3.06
4.40
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
916
2.73
4.29
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
924
2.10
63.
576.
9910
.75
17.7
67.
6710
.94
17.7
64.
537.
9911
.97
20.2
58.
6611
.97
20.2
5
1012
2.74
4.29
7.52
10.6
117
.10
7.52
10.6
117
.10
5.04
8.44
11.7
519
.72
8.44
11.7
519
.72
1016
2.35
73.
847.
2310
.61
17.1
07.
5210
.61
17.1
04.
778.
4411
.75
19.7
28.
4411
.75
19.7
2
1024
1.61
62.
99 6
6.05
79.
4416
.74
6.94
710
.61
16.7
43.
90 7
7.22
11.1
419
.72
8.25
11.7
519
.72
1212
2.06
63.
46 7
6.41
9.47
15.6
77.
099.
9115
.67
4.30
7.46
11.2
618
.49
7.94
11.2
618
.49
1216
1.55
62.
86 6
5.59
68.
5114
.75
6.43
69.
6914
.75
3.70
66.
62 7
10.3
218
.36
7.58
711
.26
18.4
9
1224
0.27
31.
79 3
4.13
66.
81 6
12.5
8 7
5.23
68.
35 6
12.5
8 7
2.59
65.
12 6
8.55
616
.07
6.38
69.
83 6
18.1
9
1412
1.37
32.
56 6
4.82
67.
37 7
12.4
95.
60 6
8.49
712
.49
3.33
65.
80 6
9.03
15.6
76.
70 6
9.95
16.7
3
1416
0.76
21.
87 3
3.92
66.
31 6
11.1
5 7
4.85
67.
63 6
11.1
5 7
2.62
34.
85 6
7.90
614
.23
5.93
69.
00 6
16.0
4
1424
-0.
14 2
2.37
34.
48 3
8.87
63.
54 3
6.14
38.
87 6
1.36
23.
20 3
5.96
611
.77
64.
58 3
7.36
614
.04
6
1612
0.75
21.
71 3
3.43
35.
39 6
9.45
64.
24 3
6.52
69.
45 6
2.39
34.
28 6
6.89
612
.09
75.
24 6
7.86
613
.65
7
1616
-0.
98 2
2.52
34.
34 3
8.13
63.
46 3
5.64
38.
13 6
1.63
33.
30 3
5.74
610
.66
64.
42 3
6.87
612
.47
6
1624
--
0.42
22.
55 2
5.91
32.
13 2
4.17
25.
91 3
-1.
62 2
3.78
38.
24 3
3.02
25.
19 3
10.4
7 3
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
550S
200-
(mils
)
5468
30 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
959.
9813
.55
23.0
89.
9813
.55
23.0
8
816
5.95
9.98
13.5
523
.08
9.98
13.5
523
.08
824
5.95
9.92
13.5
523
.08
9.98
13.5
523
.08
912
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
916
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
924
5.45
9.30
13.2
522
.46
9.77
13.2
522
.46
1012
5.76
9.54
12.9
121
.80
9.54
12.9
121
.80
1016
5.68
9.54
12.9
121
.80
9.54
12.9
121
.80
1024
4.79
8.62
12.6
021
.80
9.54
12.9
121
.80
1212
5.16
8.84
12.1
720
.40
9.02
12.1
720
.40
1216
4.53
77.
9611
.57
20.4
08.
9212
.17
20.4
0
1224
3.37
66.
39 6
9.76
718
.84
7.67
611
.32
718
.84
1412
4.09
67.
04 7
10.0
718
.55
7.96
711
.14
18.5
5
1416
3.34
66.
03 6
8.92
717
.04
7.14
610
.26
717
.04
1424
2.01
34.
27 3
6.92
614
.44
65.
69 3
8.64
614
.44
6
1612
3.05
65.
34 6
8.03
614
.71
6.34
69.
27 6
14.7
1
1616
2.23
34.
28 3
6.79
613
.16
65.
45 3
8.24
613
.16
6
1624
0.24
22.
48 2
4.68
310
.54
63.
94 2
6.49
310
.54
6
30 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
550S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
713.
917.
099.
617.
099.
613.
124.
508.
1410
.96
17.1
78.
1410
.96
17.1
7
816
2.63
3.91
7.04
9.61
7.09
9.61
3.12
4.50
8.10
10.9
617
.17
8.14
10.9
617
.17
824
2.17
3.61
6.30
9.24
7.09
9.61
2.67
4.35
7.36
10.6
017
.17
8.14
10.9
617
.17
912
2.61
3.84
6.93
9.32
6.93
9.32
3.10
4.41
7.98
10.6
516
.68
7.98
10.6
516
.68
916
2.32
3.73
6.65
9.32
6.93
9.32
2.84
4.41
7.71
10.6
516
.68
7.98
10.6
516
.68
924
1.76
63.
105.
708.
586.
939.
322.
25 7
3.82
6.78
9.96
16.6
87.
9810
.65
16.6
8
1012
2.34
3.70
6.70
9.01
6.70
9.01
2.87
4.31
7.72
10.3
016
.14
7.72
10.3
016
.14
1016
1.99
73.
316.
208.
976.
709.
012.
50 7
4.02
7.27
10.3
016
.14
7.72
10.3
016
.14
1024
1.33
62.
57 6
5.04
77.
676.
22 7
9.00
1.80
63.
25 7
6.12
9.24
16.0
57.
4910
.30
16.1
4
1212
1.74
62.
93 7
5.39
7.79
6.20
8.34
2.22
63.
59 7
6.54
9.30
14.9
57.
159.
5514
.95
1216
1.29
32.
42 6
4.63
66.
91 7
5.63
68.
12 7
1.73
63.
06 6
5.75
78.
3814
.41
6.79
79.
5514
.95
1224
0.10
21.
49 3
3.28
65.
34 6
4.59
66.
94 6
0.65
32.
08 3
4.31
66.
73 6
12.3
35.
69 6
8.42
614
.45
1412
1.14
32.
15 6
3.97
65.
94 6
4.89
67.
07 6
1.53
32.
73 6
4.95
67.
25 7
12.4
55.
92 6
8.44
713
.66
1416
0.50
21.
56 3
3.14
34.
97 6
4.24
36.
32 6
0.98
32.
11 3
4.07
66.
22 6
11.1
4 7
5.23
67.
65 6
12.9
6 7
1424
-0.
03 2
1.69
23.
29 3
3.10
25.
01 3
-0.
88 2
2.53
34.
43 3
8.87
64.
01 3
6.26
311
.19
6
1612
0.58
21.
43 3
2.75
34.
32 6
3.69
35.
49 6
0.90
21.
92 3
3.55
65.
41 6
9.60
74.
56 6
6.66
611
.20
7
1616
-0.
80 2
1.91
33.
33 3
3.02
34.
71 3
-1.
25 2
2.65
34.
35 3
8.26
63.
84 3
5.82
310
.13
6
1624
--
-1.
66 2
1.86
23.
37 2
--
0.61
22.
56 2
5.99
32.
59 2
4.39
28.
31 3
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
600S
137-
(mils
)
5468
30 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
214.
538.
0011
.63
19.1
48.
0011
.63
19.1
45.
319.
0912
.47
21.4
89.
0912
.47
21.4
8
816
3.21
4.53
8.00
11.6
319
.14
8.00
11.6
319
.14
5.31
9.09
12.4
721
.48
9.09
12.4
721
.48
824
2.80
4.42
8.00
11.6
319
.14
8.00
11.6
319
.14
5.31
8.91
12.4
721
.48
9.09
12.4
721
.48
912
3.17
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
916
2.95
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
924
2.36
3.94
7.43
11.2
918
.60
7.88
11.3
518
.60
4.92
8.35
12.3
021
.03
8.91
12.3
021
.03
1012
2.96
4.44
7.75
11.0
518
.02
7.75
11.0
518
.02
5.16
8.72
12.1
120
.55
8.72
12.1
120
.55
1016
2.60
4.19
7.75
11.0
518
.02
7.75
11.0
518
.02
5.14
8.72
12.1
120
.55
8.72
12.1
120
.55
1024
1.90
63.
40 7
6.76
10.5
018
.02
7.60
11.0
518
.02
4.35
7.73
12.1
120
.55
8.72
12.1
120
.55
1212
2.32
73.
857.
1210
.41
16.7
47.
4510
.41
16.7
44.
738.
2511
.68
19.5
58.
2811
.68
19.5
5
1216
1.84
63.
29 6
6.35
9.64
16.7
47.
1510
.41
16.7
44.
17 7
7.46
11.4
219
.55
8.28
11.6
819
.55
1224
0.77
32.
26 6
4.94
67.
99 7
14.6
56.
02 6
9.50
714
.65
3.12
66.
01 6
9.74
718
.30
7.24
610
.98
719
.55
1412
1.66
63.
02 6
5.67
78.
5514
.60
6.45
79.
6414
.60
3.82
66.
6810
.34
18.0
67.
5711
.14
18.0
8
1416
1.09
32.
35 6
4.76
67.
48 6
13.2
35.
71 6
8.80
613
.23
3.13
65.
74 6
9.23
716
.61
6.82
610
.34
718
.08
1424
-0.
93 3
3.17
35.
62 6
10.8
6 6
4.39
37.
31 6
10.8
6 6
1.89
34.
07 6
7.26
614
.09
75.
48 6
8.70
616
.42
7
1612
1.03
32.
17 3
4.23
66.
59 6
11.4
5 7
5.07
67.
77 6
11.4
5 7
2.91
65.
09 6
8.18
714
.43
6.05
69.
19 7
16.0
7
1616
0.01
21.
43 3
3.27
35.
47 6
10.0
3 6
4.27
36.
86 6
10.0
3 6
2.13
34.
09 6
6.99
612
.91
75.
24 6
8.18
614
.83
7
1624
--
1.59
23.
56 3
7.64
32.
88 2
5.29
37.
64 3
0.21
22.
36 3
4.93
310
.31
63.
82 3
6.43
312
.71
6
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
600S
200-
(mils
)
5468
30 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
0510
.22
13.9
123
.87
10.2
213
.91
23.8
7
816
6.05
10.2
213
.91
23.8
710
.22
13.9
123
.87
824
6.05
10.2
113
.91
23.8
710
.22
13.9
123
.87
912
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
916
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
924
5.86
9.66
13.6
523
.32
10.0
313
.65
23.3
2
1012
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1016
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1024
5.26
9.05
13.0
922
.73
9.83
13.3
622
.73
1212
5.63
9.38
12.7
121
.46
9.38
12.7
121
.46
1216
5.04
8.86
12.7
121
.46
9.38
12.7
121
.46
1224
3.95
67.
35 7
11.0
721
.14
8.59
712
.56
21.1
4
1412
4.64
78.
0011
.54
20.1
38.
8611
.97
20.1
3
1416
3.91
67.
01 7
10.4
019
.45
8.10
711
.74
19.4
5
1424
2.61
35.
25 6
8.37
616
.85
6.69
610
.12
616
.85
1612
3.63
66.
33 6
9.29
717
.31
7.34
610
.53
717
.31
1616
2.81
35.
24 6
8.04
615
.68
6.45
69.
51 6
15.6
8
1624
1.28
23.
37 3
5.88
312
.91
64.
90 3
7.74
312
.91
6
30 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
600S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
874.
207.
6510
.60
7.65
10.6
03.
284.
808.
7112
.01
19.2
08.
7112
.01
19.2
0
816
2.87
4.20
7.65
10.6
07.
6510
.60
3.28
4.80
8.71
12.0
119
.20
8.71
12.0
119
.20
824
2.70
4.20
7.18
10.3
47.
6510
.60
3.22
4.80
8.22
11.6
719
.20
8.71
12.0
119
.20
912
2.85
4.15
7.55
10.4
27.
5510
.42
3.25
4.74
8.61
11.8
118
.87
8.61
11.8
118
.87
916
2.83
4.15
7.42
10.4
27.
5510
.42
3.25
4.74
8.46
11.8
118
.87
8.61
11.8
118
.87
924
2.37
4.15
6.79
9.90
7.55
10.4
22.
884.
747.
8311
.23
18.8
78.
6111
.81
18.8
7
1012
2.82
4.10
7.45
10.2
17.
4510
.21
3.22
4.68
8.50
11.5
818
.52
8.50
11.5
818
.52
1016
2.57
4.10
7.12
10.2
17.
4510
.21
3.08
4.68
8.16
11.5
818
.52
8.50
11.5
818
.52
1024
2.01
3.77
6.34
9.41
7.45
10.2
12.
514.
507.
3910
.75
18.5
28.
5011
.58
18.5
2
1212
2.38
3.97
7.00
9.76
7.18
9.76
2.91
4.55
8.04
11.0
817
.72
8.22
11.0
817
.72
1216
1.98
3.66
6.44
9.51
7.18
9.76
2.50
4.38
7.48
10.8
517
.72
8.22
11.0
817
.72
1224
1.10
62.
91 7
5.32
8.26
6.98
9.76
1.64
63.
60 7
6.36
9.62
17.4
78.
2211
.08
17.7
2
1412
1.86
73.
446.
399.
256.
809.
252.
37 7
4.12
7.43
10.5
116
.83
7.80
10.5
116
.83
1416
1.36
62.
94 6
5.63
8.45
6.68
9.25
1.84
63.
61 7
6.67
9.96
16.8
37.
8010
.51
16.8
3
1424
-2.
00 6
4.10
66.
84 7
5.65
68.
48 7
0.50
32.
63 6
5.15
68.
29 7
15.3
06.
83 6
10.0
6 7
16.8
3
1612
1.31
62.
79 6
5.25
77.
786.
18 7
8.70
1.76
63.
42 6
6.35
9.25
15.8
67.
339.
9015
.86
1616
0.51
32.
20 6
4.38
66.
77 7
5.52
68.
17 7
1.06
32.
80 6
5.43
68.
18 7
14.6
86.
64 6
9.65
715
.86
1624
-0.
93 3
2.71
34.
94 6
4.33
36.
81 6
-1.
65 3
3.76
66.
27 6
12.2
3 7
5.38
68.
22 6
14.7
3 7
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
800S
137-
(mils
)
5468
30 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
374.
768.
5112
.62
21.2
28.
5112
.62
21.2
25.
589.
6913
.29
23.4
69.
6913
.29
23.4
6
816
3.37
4.76
8.51
12.6
221
.22
8.51
12.6
221
.22
5.58
9.69
13.2
923
.46
9.69
13.2
923
.46
824
3.34
4.76
8.51
12.6
221
.22
8.51
12.6
221
.22
5.58
9.69
13.2
923
.46
9.69
13.2
923
.46
912
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
916
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
924
3.00
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.32
13.1
823
.16
9.58
13.1
823
.16
1012
3.31
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1016
3.21
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1024
2.63
4.51
8.01
12.0
320
.50
8.35
12.2
420
.50
5.49
8.90
13.0
622
.83
9.46
13.0
622
.83
1212
3.01
4.64
8.16
11.7
919
.64
8.16
11.7
919
.64
5.38
9.18
12.7
822
.11
9.18
12.7
822
.11
1216
2.60
4.45
8.10
11.7
919
.64
8.16
11.7
919
.64
5.38
8.99
12.7
822
.11
9.18
12.7
822
.11
1224
1.76
73.
657.
0010
.93
19.4
68.
1611
.79
19.4
64.
617.
9212
.54
22.1
19.
1812
.78
22.1
1
1412
2.46
4.27
7.94
11.3
018
.68
7.94
11.3
018
.68
5.19
8.86
12.4
621
.33
8.86
12.4
621
.33
1416
1.93
63.
727.
3111
.21
18.6
87.
9411
.30
18.6
84.
648.
2212
.46
21.3
38.
8612
.46
21.3
3
1424
0.62
62.
69 6
5.82
79.
5617
.73
6.93
711
.08
17.7
33.
58 6
6.76
711
.24
21.2
38.
18 7
12.4
621
.33
1612
1.87
63.
61 7
6.95
10.4
917
.63
7.66
10.7
817
.63
4.46
8.03
12.1
020
.53
8.50
12.1
020
.53
1616
1.18
62.
94 6
6.04
79.
4216
.97
6.93
710
.75
16.9
73.
78 6
7.10
711
.19
20.5
38.
08 7
12.1
020
.53
1624
-1.
55 3
4.39
67.
48 6
14.4
5 7
5.58
69.
27 6
14.4
5 7
2.51
65.
40 6
9.20
618
.09
6.72
610
.72
620
.53
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
800S
200-
(mils
)
5468
30 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
3410
.83
14.8
725
.72
10.8
314
.87
25.7
2
816
6.34
10.8
314
.87
25.7
210
.83
14.8
725
.72
824
6.34
10.8
314
.87
25.7
210
.83
14.8
725
.72
912
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
916
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
924
6.29
10.6
214
.71
25.5
010
.72
14.7
125
.50
1012
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1016
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1024
6.24
10.1
914
.44
25.2
510
.59
14.5
325
.25
1212
6.12
10.3
014
.11
24.3
910
.30
14.1
124
.39
1216
6.12
10.2
814
.11
24.3
910
.30
14.1
124
.39
1224
5.52
9.21
13.3
824
.39
10.3
014
.11
24.3
9
1412
5.99
9.97
13.6
423
.43
9.97
13.6
423
.43
1416
5.53
9.51
13.6
423
.43
9.97
13.6
423
.43
1424
4.43
78.
0512
.14
23.4
39.
5413
.64
23.4
3
1612
5.33
9.43
13.1
022
.41
9.60
13.1
022
.41
1616
4.61
78.
4612
.50
22.4
19.
4113
.10
22.4
1
1624
3.28
66.
69 6
10.4
6 7
20.8
77.
98 6
12.2
6 7
20.8
7
30 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
800S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
944.
317.
8710
.99
7.87
10.9
93.
354.
928.
9412
.42
20.0
08.
9412
.42
20.0
0
816
2.94
4.31
7.87
10.9
97.
8710
.99
3.35
4.92
8.94
12.4
220
.00
8.94
12.4
220
.00
824
2.91
4.31
7.53
10.7
77.
8710
.99
3.35
4.92
8.56
12.0
920
.00
8.94
12.4
220
.00
912
2.92
4.27
7.79
10.8
47.
7910
.84
3.32
4.87
8.86
12.2
619
.74
8.86
12.2
619
.74
916
2.92
4.27
7.71
10.8
47.
7910
.84
3.32
4.87
8.75
12.2
619
.74
8.86
12.2
619
.74
924
2.62
4.27
7.21
10.4
17.
7910
.84
3.15
4.87
8.24
11.7
319
.74
8.86
12.2
619
.74
1012
2.89
4.23
7.71
10.6
87.
7110
.68
3.30
4.83
8.76
12.0
819
.46
8.76
12.0
819
.46
1016
2.81
4.23
7.48
10.6
87.
7110
.68
3.30
4.83
8.51
12.0
319
.46
8.76
12.0
819
.46
1024
2.30
4.14
6.85
10.0
17.
7110
.68
2.82
4.83
7.88
11.3
319
.46
8.76
12.0
819
.46
1212
2.65
4.13
7.37
10.3
27.
5210
.32
3.18
4.72
8.41
11.6
718
.82
8.56
11.6
718
.82
1216
2.29
4.06
6.92
10.1
07.
5210
.32
2.81
4.72
7.95
11.4
218
.82
8.56
11.6
718
.82
1224
1.50
73.
376.
029.
097.
5210
.32
2.06
4.11
7.04
10.4
218
.59
8.56
11.6
718
.82
1412
2.18
3.88
6.88
9.90
7.25
9.90
2.71
4.59
7.91
11.2
118
.09
8.29
11.2
118
.09
1416
1.72
73.
426.
279.
377.
259.
902.
234.
137.
3010
.69
18.0
98.
2911
.21
18.0
9
1424
0.50
62.
53 6
5.04
77.
996.
62 7
9.90
1.06
63.
22 7
6.06
9.33
17.3
17.
9011
.21
18.0
9
1612
1.68
63.
296.
329.
426.
919.
452.
18 7
3.98
7.35
10.7
117
.29
7.91
10.7
117
.29
1616
0.99
62.
73 6
5.51
78.
536.
54 7
9.45
1.54
63.
39 7
6.54
9.86
17.2
97.
7610
.71
17.2
9
1624
-1.
60 6
3.90
66.
73 6
5.39
68.
57 6
-2.
29 6
4.93
68.
08 7
15.5
46.
56 6
10.1
3 7
17.2
9
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
925S
137-
(mils
)
5468
30 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
434.
868.
7213
.01
22.0
48.
7213
.01
22.0
45.
699.
9213
.62
24.2
49.
9213
.62
24.2
4
816
3.43
4.86
8.72
13.0
122
.04
8.72
13.0
122
.04
5.69
9.92
13.6
224
.24
9.92
13.6
224
.24
824
3.43
4.86
8.72
13.0
122
.04
8.72
13.0
122
.04
5.69
9.92
13.6
224
.24
9.92
13.6
224
.24
912
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
916
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
924
3.27
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.71
13.5
324
.00
9.83
13.5
324
.00
1012
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1016
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1024
2.95
4.81
8.48
12.6
021
.46
8.59
12.7
021
.46
5.62
9.36
13.4
323
.74
9.74
13.4
323
.74
1212
3.30
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.52
13.2
123
.15
9.52
13.2
123
.15
1216
2.93
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.43
13.2
123
.15
9.52
13.2
123
.15
1224
2.18
4.10
7.66
11.6
920
.55
8.43
12.3
420
.55
5.11
8.55
13.2
123
.15
9.52
13.2
123
.15
1412
2.81
4.68
8.26
11.9
320
.00
8.26
11.9
320
.00
5.43
9.26
12.9
622
.49
9.26
12.9
622
.49
1416
2.33
4.19
7.91
11.9
320
.00
8.26
11.9
320
.00
5.16
8.80
12.9
622
.49
9.26
12.9
622
.49
1424
1.18
63.
24 7
6.69
10.6
219
.29
7.82
11.9
319
.29
4.20
7.60
12.2
222
.49
9.18
12.9
622
.49
1612
2.28
4.10
7.96
11.5
019
.13
8.05
11.5
019
.13
5.03
8.84
12.6
621
.79
8.97
12.6
621
.79
1616
1.67
63.
48 7
7.16
11.1
519
.13
7.87
11.5
019
.13
4.40
8.06
12.6
621
.79
8.97
12.6
621
.79
1624
0.03
62.
22 6
5.58
69.
3917
.84
6.61
611
.13
17.8
43.
21 6
6.50
711
.01
21.1
27.
88 7
12.5
421
.79
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
925S
200-
(mils
)
5468
30 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
4511
.06
15.2
426
.42
11.0
615
.24
26.4
2
816
6.45
11.0
615
.24
26.4
211
.06
15.2
426
.42
824
6.45
11.0
615
.24
26.4
211
.06
15.2
426
.42
912
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
916
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
924
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
1012
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1016
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1024
6.37
10.6
414
.97
26.0
610
.88
14.9
726
.06
1212
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1216
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1224
6.07
9.84
14.1
025
.54
10.6
514
.64
25.5
4
1412
6.17
10.3
814
.26
24.7
610
.38
14.2
624
.76
1416
6.10
10.0
814
.26
24.7
610
.38
14.2
624
.76
1424
5.11
8.88
13.0
724
.76
10.3
814
.26
24.7
6
1612
5.95
10.0
913
.84
23.9
010
.09
13.8
423
.90
1616
5.30
9.35
13.5
723
.90
10.0
913
.84
23.9
0
1624
4.06
77.
7811
.88
23.9
09.
2413
.84
23.9
0
30 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
925S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
974.
377.
9811
.17
7.98
11.1
73.
384.
979.
0512
.61
20.3
89.
0512
.61
20.3
8
816
2.97
4.37
7.92
11.1
77.
9811
.17
3.38
4.97
8.95
12.5
520
.38
9.05
12.6
120
.38
824
2.87
4.37
7.51
10.7
77.
9811
.17
3.38
4.97
8.53
12.0
820
.38
9.05
12.6
120
.38
912
2.95
4.33
7.91
11.0
47.
9111
.04
3.36
4.93
8.97
12.4
620
.15
8.97
12.4
620
.15
916
2.95
4.33
7.70
10.9
97.
9111
.04
3.36
4.93
8.73
12.3
020
.15
8.97
12.4
620
.15
924
2.56
4.33
7.17
10.4
07.
9111
.04
3.09
4.93
8.20
11.7
120
.15
8.97
12.4
620
.15
1012
2.93
4.29
7.78
10.9
07.
8310
.90
3.33
4.89
8.81
12.3
119
.90
8.89
12.3
119
.90
1016
2.77
4.29
7.45
10.7
17.
8310
.90
3.30
4.89
8.48
12.0
319
.90
8.89
12.3
119
.90
1024
2.19
4.08
6.80
9.99
7.83
10.9
02.
744.
857.
8211
.30
19.7
38.
8912
.31
19.9
0
1212
2.61
4.21
7.35
10.5
87.
6610
.58
3.13
4.80
8.38
11.9
119
.33
8.71
11.9
519
.33
1216
2.22
4.03
6.88
10.0
77.
6610
.58
2.74
4.78
7.90
11.3
919
.33
8.71
11.9
519
.33
1224
1.27
3.28
5.94
9.02
7.66
10.5
81.
834.
026.
9610
.34
18.5
98.
7111
.95
19.3
3
1412
2.12
3.86
6.84
10.0
37.
4610
.21
2.64
4.60
7.86
11.3
418
.69
8.51
11.5
418
.69
1416
1.55
73.
366.
209.
317.
4610
.21
2.11
4.08
7.22
10.6
318
.69
8.51
11.5
418
.69
1424
0.16
62.
38 6
4.92
7.89
6.64
10.2
10.
75 6
3.08
75.
939.
2117
.25
7.95
11.5
418
.69
1612
1.59
73.
266.
259.
377.
169.
802.
10 7
3.96
7.27
10.6
917
.97
8.18
11.0
917
.97
1616
0.72
62.
63 6
5.42
8.44
6.64
9.80
1.28
63.
32 7
6.43
9.76
17.9
07.
9111
.09
17.9
7
1624
-1.
17 6
3.75
66.
57 7
5.37
68.
92 7
-1.
99 6
4.75
67.
90 7
15.6
96.
58 6
10.5
0 7
17.9
7
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
1000
S13
7-(m
ils)
5468
35 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S16
2-(m
ils)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
464.
908.
8113
.19
22.4
38.
8113
.19
22.4
35.
7410
.03
13.7
724
.62
10.0
313
.77
24.6
2
816
3.46
4.90
8.81
13.1
922
.43
8.81
13.1
922
.43
5.74
10.0
313
.77
24.6
210
.03
13.7
724
.62
824
3.46
4.90
8.81
13.1
922
.43
8.81
13.1
922
.43
5.74
9.96
13.7
724
.62
10.0
313
.77
24.6
2
912
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
916
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
924
3.21
4.88
8.76
12.9
722
.13
8.76
13.0
622
.13
5.71
9.62
13.6
924
.40
9.95
13.6
924
.40
1012
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1016
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1024
2.87
4.79
8.41
12.5
621
.65
8.70
12.9
221
.65
5.67
9.25
13.6
124
.17
9.87
13.6
124
.17
1212
3.26
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.67
13.4
123
.64
9.67
13.4
123
.64
1216
2.87
4.78
8.49
12.6
021
.31
8.56
12.6
021
.31
5.60
9.33
13.4
123
.64
9.67
13.4
123
.64
1224
1.96
3.99
7.55
11.6
120
.54
8.56
12.6
020
.54
5.02
8.38
13.1
823
.64
9.67
13.4
123
.64
1412
2.76
4.65
8.40
12.2
320
.62
8.40
12.2
320
.62
5.51
9.29
13.1
923
.05
9.45
13.1
923
.05
1416
2.23
4.11
7.81
11.9
020
.62
8.40
12.2
320
.62
5.11
8.64
13.1
923
.05
9.45
13.1
923
.05
1424
0.88
63.
036.
5410
.49
19.2
27.
7912
.23
19.2
24.
067.
3512
.08
22.4
49.
2013
.19
23.0
5
1612
2.20
4.05
7.87
11.8
419
.84
8.23
11.8
419
.84
5.00
8.69
12.9
322
.41
9.19
12.9
322
.41
1616
1.41
63.
377.
0311
.04
19.8
47.
9111
.84
19.8
44.
327.
8512
.62
22.4
19.
1912
.93
22.4
1
1624
-1.
81 6
5.37
79.
2017
.70
6.55
711
.47
17.7
02.
97 6
6.17
710
.81
20.9
67.
88 7
12.6
622
.41
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
1000
S20
0-(m
ils)
5468
35 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S25
0-(m
ils)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
5011
.17
15.4
226
.76
11.1
715
.42
26.7
6
816
6.50
11.1
715
.42
26.7
611
.17
15.4
226
.76
824
6.50
11.1
715
.42
26.7
611
.17
15.4
226
.76
912
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
916
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
924
6.47
10.9
015
.30
26.6
111
.09
15.3
026
.61
1012
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1016
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1024
6.43
10.5
214
.92
26.4
411
.01
15.1
826
.44
1212
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1216
6.35
10.6
014
.89
26.0
610
.81
14.8
926
.06
1224
5.98
9.64
14.0
126
.06
10.8
114
.89
26.0
6
1412
6.26
10.5
614
.56
25.3
810
.58
14.5
625
.38
1416
6.06
9.91
14.2
925
.38
10.5
814
.56
25.3
8
1424
4.99
8.61
12.9
325
.22
10.5
814
.56
25.2
2
1612
5.94
9.96
14.1
824
.61
10.3
114
.18
24.6
1
1616
5.23
9.11
13.4
524
.61
10.3
114
.18
24.6
1
1624
3.89
77.
4211
.68
23.7
79.
2514
.18
23.7
7
35 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
1000
S30
0-(m
ils)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
121.
45 6
2.41
64.
32 7
6.08
5.04
76.
921.
89 6
3.04
75.
387.
4811
.21
6.15
8.07
11.6
1
816
1.04
31.
96 6
3.66
65.
33 7
4.52
66.
38 7
1.45
62.
56 6
4.68
66.
67 7
10.1
75.
60 6
7.79
711
.61
824
-1.
15 3
2.50
34.
02 6
3.61
35.
36 6
0.53
31.
70 3
3.44
65.
27 6
8.36
74.
63 6
6.71
610
.73
7
912
1.03
31.
87 6
3.35
64.
84 6
4.11
65.
77 6
1.41
32.
43 6
4.27
66.
05 7
9.12
5.09
67.
04 7
10.6
3
916
0.59
21.
37 3
2.66
34.
05 6
3.56
35.
15 6
0.93
31.
90 3
3.53
65.
21 6
8.04
74.
49 6
6.38
69.
98 7
924
-0.
15 2
1.49
22.
71 3
2.62
24.
08 3
-0.
98 2
2.26
33.
76 3
6.18
63.
47 3
5.24
38.
62 6
1012
0.65
21.
37 3
2.51
33.
75 6
3.27
34.
68 6
0.97
31.
86 3
3.28
64.
78 6
7.27
74.
11 6
5.79
68.
93 7
1016
-0.
86 2
1.82
32.
97 3
2.72
34.
06 3
0.24
21.
31 2
2.55
33.
94 6
6.20
63.
51 3
5.12
68.
13 6
1024
--
0.23
21.
65 2
1.78
22.
99 2
--
1.30
22.
51 3
4.38
32.
49 2
3.97
36.
77 3
1212
-0.
57 2
1.24
22.
08 3
1.96
22.
95 3
0.00
20.
93 2
1.78
22.
81 3
4.42
62.
56 2
3.76
35.
95 6
1216
--
0.61
21.
36 2
1.44
22.
37 2
-0.
05 2
1.09
22.
03 2
3.44
31.
99 2
3.12
25.
21 3
1224
--
--
0.57
11.
39 2
--
-0.
22 2
1.78
21.
05 1
2.06
23.
96 2
1412
--
0.22
20.
98 2
1.06
21.
74 2
--
0.79
21.
49 2
2.52
31.
49 2
2.32
23.
86 3
1416
--
--
0.60
11.
23 1
--
-0.
80 2
1.66
20.
99 1
1.76
23.
21 2
1424
--
--
--
--
--
--
0.82
12.
12 2
1612
--
-0.
00 1
0.49
10.
97 1
--
-0.
65 1
1.32
20.
79 1
1.38
12.
50 2
1616
--
--
-0.
52 1
--
--
0.17
20.
12 1
0.89
11.
93 2
1624
--
--
--
--
--
--
-0.
97 1
35 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
162-
(mils
)
50 k
si50
ksi
97
362S
137-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
05 6
3.33
76.
068.
7613
.34
6.60
8.96
13.3
44.
187.
1310
.26
16.1
47.
3610
.26
16.1
4
816
1.61
62.
82 6
5.36
77.
9512
.42
6.04
78.
9412
.42
3.66
76.
419.
7215
.96
7.20
10.2
616
.14
824
0.76
31.
90 3
4.13
66.
52 6
10.5
45.
01 6
7.81
610
.54
2.71
65.
12 6
8.24
713
.96
6.17
69.
25 7
16.1
4
912
1.58
62.
74 6
5.00
77.
3411
.17
5.62
78.
2511
.17
3.52
75.
999.
0514
.39
6.72
9.78
14.8
9
916
1.09
32.
16 6
4.24
66.
45 6
10.0
34.
98 6
7.54
610
.03
2.92
65.
19 6
8.12
713
.16
6.07
68.
99 7
14.8
9
924
-1.
14 3
2.92
34.
93 6
8.07
63.
86 3
6.30
68.
07 6
1.87
33.
80 6
6.50
611
.04
74.
92 6
7.60
613
.54
7
1012
1.14
32.
13 6
3.98
65.
96 6
9.06
4.63
66.
91 6
9.06
2.86
64.
82 6
7.51
711
.88
5.58
68.
28 7
13.6
0
1016
0.59
21.
52 3
3.20
35.
06 6
7.92
63.
95 3
6.17
67.
92 6
2.22
34.
00 6
6.54
610
.63
74.
90 6
7.44
612
.64
7
1024
--
1.87
23.
53 3
5.98
62.
81 2
4.90
35.
98 6
1.10
22.
59 3
4.89
38.
51 6
3.73
36.
01 3
11.0
1 6
1212
0.16
21.
11 2
2.34
33.
67 3
5.74
62.
98 3
4.57
35.
74 6
1.70
33.
10 3
4.95
67.
81 6
3.91
35.
71 6
9.44
6
1216
-0.
13 2
1.59
22.
83 3
4.68
32.
32 2
3.86
34.
68 3
1.02
22.
26 2
4.00
36.
64 6
3.19
24.
88 3
8.53
6
1224
--
-1.
41 2
2.90
21.
22 2
2.68
22.
90 2
-0.
34 2
2.41
24.
69 3
1.99
23.
49 2
7.00
3
1412
-0.
04 2
1.17
22.
10 2
3.47
31.
74 2
2.90
23.
47 3
0.80
21.
73 2
3.00
34.
98 3
2.47
23.
68 3
6.43
3
1416
--
0.13
21.
35 2
2.54
21.
15 2
2.27
22.
54 2
-0.
95 2
2.16
23.
94 3
1.81
22.
94 2
5.62
3
1424
--
--
0.47
2-
1.22
10.
47 2
--
0.16
22.
21 2
0.36
11.
70 2
4.26
2
1612
--
0.19
11.
08 2
2.00
20.
93 1
1.78
22.
00 2
-0.
78 2
1.70
23.
08 2
1.44
22.
30 2
4.35
2
1616
--
-0.
01 1
1.18
20.
15 1
1.23
11.
18 2
--
0.96
22.
18 2
0.86
11.
65 2
3.64
2
1624
--
--
--
--
--
--
-0.
11 1
2.45
1
35 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
250-
(mils
)
50 k
si50
ksi
97
362S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
038.
4311
.18
17.9
68.
4311
.18
17.9
6
816
4.49
7.74
10.9
717
.96
8.43
11.1
817
.96
824
3.49
66.
38 7
9.45
16.6
77.
45 7
10.7
316
.67
912
4.30
77.
2510
.22
16.9
37.
9910
.61
16.9
3
916
3.67
66.
40 7
9.25
15.8
97.
30 7
10.3
515
.89
924
2.55
34.
91 6
7.56
613
.68
6.08
68.
98 6
13.6
8
1012
3.57
66.
03 7
8.59
14.6
26.
84 7
9.57
14.6
2
1016
2.88
65.
13 6
7.56
613
.27
6.09
68.
73 6
13.2
7
1024
1.68
33.
59 3
5.81
611
.00
64.
79 3
7.28
611
.00
6
1212
2.24
33.
92 6
5.96
69.
87 7
4.75
66.
99 6
9.87
7
1216
1.51
23.
02 3
4.91
38.
61 6
3.98
36.
11 3
8.61
6
1224
-1.
50 2
3.15
26.
48 3
2.68
24.
62 2
6.48
3
1412
1.20
22.
35 2
3.78
36.
48 6
3.13
24.
73 3
6.48
6
1416
0.08
21.
51 2
2.82
25.
36 3
2.41
23.
91 2
5.36
3
1424
--
1.21
23.
46 2
1.19
12.
55 2
3.46
2
1612
0.16
21.
24 2
2.22
24.
17 3
1.94
23.
05 2
4.17
3
1616
--
1.38
23.
19 2
1.29
12.
34 2
3.19
2
1624
--
-1.
53 2
-1.
14 1
1.53
2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
97
362S
300-
(mils
)
5468
35 p
sf L
ater
al L
oad
97
33 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
121.
74 6
2.82
75.
127.
185.
757.
552.
23 7
3.49
6.29
8.70
13.0
76.
718.
7613
.07
816
1.34
62.
38 6
4.46
76.
435.
32 7
7.47
1.80
63.
03 6
5.59
7.91
12.6
26.
508.
7613
.07
824
0.48
31.
58 3
3.29
65.
09 6
4.42
66.
46 6
1.03
32.
19 6
4.34
66.
50 6
10.8
35.
54 6
7.94
612
.92
912
1.33
62.
29 6
4.14
65.
934.
92 6
6.88
1.75
62.
91 6
5.18
77.
2911
.50
6.00
78.
2212
.14
916
0.89
31.
80 3
3.42
65.
11 6
4.36
66.
25 6
1.28
32.
38 6
4.41
66.
42 7
10.4
05.
41 6
7.63
712
.14
924
-0.
92 2
2.19
33.
69 6
3.38
35.
14 6
0.05
21.
45 3
3.09
34.
91 6
8.48
64.
36 3
6.46
610
.73
6
1012
0.93
31.
78 3
3.24
64.
77 6
4.05
65.
76 6
1.30
32.
33 6
4.15
65.
97 7
9.51
5.02
67.
03 7
11.0
5
1016
0.23
21.
25 3
2.51
33.
93 6
3.47
35.
10 6
0.79
21.
77 3
3.36
65.
06 6
8.37
74.
39 6
6.32
610
.19
7
1024
--
1.26
22.
49 3
2.46
23.
96 3
-0.
67 2
2.01
33.
52 3
6.43
63.
30 3
5.10
38.
70 6
1212
0.01
20.
90 2
1.80
32.
88 3
2.60
33.
86 3
0.53
21.
33 2
2.46
33.
77 3
6.21
63.
32 3
4.83
37.
72 6
1216
-0.
01 2
1.09
22.
07 2
2.02
23.
20 2
-0.
74 2
1.70
22.
89 3
5.12
62.
70 2
4.12
36.
87 6
1224
--
-0.
13 2
1.05
22.
10 2
--
-1.
42 2
3.29
31.
64 2
2.93
25.
44 3
1412
--
0.81
21.
56 2
1.55
22.
46 2
-0.
57 2
1.28
22.
21 2
3.88
32.
08 2
3.18
25.
24 3
1416
--
-0.
82 2
1.02
11.
86 2
--
0.25
21.
40 2
2.90
21.
50 2
2.53
24.
47 2
1424
--
--
-0.
85 1
--
--
1.25
20.
15 1
1.43
13.
18 2
1612
--
-0.
68 2
0.83
11.
48 2
--
0.50
21.
14 2
2.29
21.
21 2
2.01
23.
49 2
1616
--
--
0.10
10.
94 1
--
--
1.43
20.
69 1
1.43
12.
81 2
1624
--
--
--
--
--
--
0.01
11.
68 1
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
400S
137-
(mils
)
5468
35 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
36 7
3.74
6.84
9.58
14.8
76.
949.
5814
.87
4.64
7.79
10.7
917
.58
7.79
10.7
917
.58
816
1.95
63.
26 7
6.17
9.17
14.8
76.
829.
5814
.87
4.16
7.31
10.7
917
.58
7.79
10.7
917
.58
824
1.19
32.
38 6
4.97
67.
77 7
13.2
05.
84 6
9.03
713
.20
3.26
66.
07 7
9.50
16.7
77.
09 7
10.4
817
.58
912
1.92
63.
20 7
5.89
8.58
13.7
66.
509.
1413
.76
4.04
6.93
10.3
916
.66
7.46
10.4
716
.66
916
1.44
62.
64 6
5.12
67.
7012
.61
5.87
68.
7812
.61
3.46
66.
14 7
9.48
16.1
17.
01 7
10.3
416
.66
924
0.24
31.
63 3
3.78
66.
14 6
10.6
1 7
4.75
67.
54 6
10.6
1 7
2.43
64.
74 6
7.85
613
.97
5.89
68.
98 6
16.2
1
1012
1.47
32.
63 6
4.87
67.
25 7
11.5
45.
55 6
8.24
711
.54
3.41
65.
85 7
8.95
14.7
56.
65 7
9.74
15.4
7
1016
0.95
32.
01 3
4.06
66.
30 6
10.3
44.
86 6
7.47
610
.34
2.77
65.
00 6
7.95
713
.46
5.95
68.
89 7
15.3
1
1024
-0.
75 2
2.65
34.
67 3
8.29
63.
66 3
6.14
38.
29 6
1.64
33.
51 3
6.21
611
.23
64.
72 3
7.41
613
.57
6
1212
0.68
21.
55 3
3.09
34.
79 6
7.78
63.
79 3
5.78
67.
78 6
2.21
33.
91 6
6.23
610
.25
74.
77 6
7.06
611
.84
7
1216
-0.
88 2
2.27
33.
84 3
6.61
63.
08 3
5.00
36.
61 6
1.50
23.
02 3
5.19
68.
98 6
4.01
36.
16 6
10.8
1 6
1224
--
0.40
22.
26 2
4.65
31.
87 2
3.68
24.
65 3
-1.
50 2
3.44
36.
82 3
2.74
24.
64 3
9.08
3
1412
-0.
69 2
1.76
22.
96 3
5.05
32.
41 2
3.88
35.
05 3
1.22
22.
44 3
4.08
36.
91 6
3.28
34.
87 3
8.36
6
1416
--
0.98
22.
09 2
3.99
31.
74 2
3.16
23.
99 3
0.11
21.
56 2
3.11
25.
74 3
2.54
24.
02 2
7.42
3
1424
--
--
2.22
20.
18 1
1.94
22.
22 2
--
1.47
23.
78 2
1.29
22.
59 2
5.84
2
1612
--
0.82
21.
69 2
3.15
21.
41 2
2.52
23.
15 2
0.19
21.
30 2
2.50
24.
53 3
2.07
23.
21 2
5.83
3
1616
--
-0.
91 2
2.22
20.
81 1
1.87
22.
22 2
--
1.63
23.
49 2
1.39
22.
45 2
4.99
2
1624
--
--
--
0.78
1-
--
-1.
75 2
-1.
16 1
3.58
2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
400S
200-
(mils
)
5468
35 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
438.
8711
.84
19.5
08.
8711
.84
19.5
0
816
5.04
8.70
11.8
419
.50
8.87
11.8
419
.50
824
4.09
77.
4210
.85
19.5
08.
4411
.84
19.5
0
912
4.88
8.27
11.3
518
.54
8.52
11.3
518
.54
916
4.28
77.
4510
.70
18.5
48.
3311
.35
18.5
4
924
3.18
65.
98 6
9.03
716
.70
7.14
610
.44
716
.70
1012
4.19
77.
119.
9117
.55
7.92
10.5
317
.55
1016
3.51
66.
20 6
8.90
16.2
17.
17 6
10.0
516
.21
1024
2.30
34.
61 6
7.13
613
.88
75.
86 6
8.62
613
.88
7
1212
2.84
64.
93 6
7.32
612
.72
5.82
68.
43 6
12.7
2
1216
2.08
33.
96 3
6.20
611
.33
65.
00 3
7.49
611
.33
6
1224
0.27
22.
31 2
4.30
39.
00 6
3.60
25.
89 3
9.00
6
1412
1.71
23.
17 3
5.01
38.
76 6
4.05
36.
09 3
8.76
6
1416
0.94
22.
24 2
3.92
37.
49 6
3.24
25.
17 3
7.49
6
1424
--
2.10
25.
36 3
1.90
23.
63 2
5.36
3
1612
0.84
21.
89 2
3.18
25.
92 3
2.71
24.
17 2
5.92
3
1616
-1.
01 2
2.19
24.
79 3
1.96
23.
33 2
4.79
3
1624
--
-2.
88 2
0.22
11.
93 1
2.88
2
35 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
400S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
563.
806.
899.
246.
899.
243.
074.
387.
9310
.57
16.4
37.
9310
.57
16.4
3
816
2.26
3.65
6.52
9.24
6.89
9.24
2.77
4.38
7.59
10.5
716
.43
7.93
10.5
716
.43
824
1.68
63.
005.
558.
366.
899.
242.
17 7
3.73
6.63
9.75
16.4
37.
9310
.57
16.4
3
912
2.25
3.59
6.62
8.91
6.65
8.91
2.77
4.28
7.68
10.2
115
.86
7.68
10.2
115
.86
916
1.88
63.
186.
008.
696.
658.
912.
39 7
3.89
7.08
10.2
115
.86
7.68
10.2
115
.86
924
1.17
62.
40 6
4.77
77.
346.
01 7
8.72
1.65
63.
08 6
5.86
78.
9115
.49
7.29
710
.21
15.8
6
1012
1.91
63.
165.
878.
396.
398.
572.
42 7
3.85
7.10
9.82
15.2
67.
399.
8215
.26
1016
1.48
62.
68 6
5.14
77.
556.
10 7
8.57
1.96
63.
35 7
6.34
9.12
15.2
67.
339.
8215
.26
1024
0.46
31.
78 6
3.81
66.
02 6
5.10
67.
58 6
1.00
32.
42 6
4.94
67.
53 7
13.4
46.
28 6
9.15
715
.26
1212
1.23
32.
27 6
4.25
66.
30 7
5.18
67.
44 7
1.64
62.
89 6
5.30
77.
6913
.08
6.27
78.
8913
.93
1216
0.61
31.
68 3
3.40
65.
32 6
4.52
66.
69 6
1.09
32.
26 6
4.39
66.
65 6
11.7
75.
57 6
8.10
613
.60
1224
-0.
16 2
1.88
33.
59 3
3.35
35.
35 3
-1.
09 3
2.81
34.
82 6
9.47
64.
33 3
6.69
611
.82
6
1412
0.54
21.
44 3
2.82
34.
43 6
3.81
35.
65 6
0.92
21.
96 3
3.67
65.
58 6
9.86
74.
72 6
6.87
611
.51
7
1416
-0.
78 2
1.94
33.
41 3
3.10
34.
84 3
-1.
27 2
2.73
34.
48 3
8.48
63.
97 3
6.01
310
.41
6
1424
--
-1.
66 2
1.89
23.
44 2
--
0.57
22.
61 2
6.13
32.
66 2
4.52
28.
53 3
1612
-0.
74 2
1.69
22.
92 3
2.66
24.
12 3
-1.
15 2
2.35
33.
83 3
7.17
63.
40 3
5.12
38.
79 6
1616
--
0.48
21.
92 2
1.96
23.
32 2
--
1.43
22.
76 2
5.82
32.
64 2
4.26
27.
70 3
1624
--
--
0.72
11.
96 2
--
-0.
20 2
3.56
21.
37 2
2.80
25.
87 2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
550S
137-
(mils
)
5468
35 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
154.
457.
8111
.26
18.3
77.
8111
.26
18.3
75.
208.
8612
.17
20.7
68.
8612
.17
20.7
6
816
2.91
4.45
7.81
11.2
618
.37
7.81
11.2
618
.37
5.20
8.86
12.1
720
.76
8.86
12.1
720
.76
824
2.32
3.83
7.29
11.0
918
.37
7.81
11.2
618
.37
4.83
8.22
12.1
720
.76
8.86
12.1
720
.76
912
2.90
4.40
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
916
2.52
4.04
7.64
10.9
417
.76
7.67
10.9
417
.76
5.01
8.65
11.9
720
.25
8.66
11.9
720
.25
924
1.80
63.
23 7
6.51
10.1
917
.76
7.38
10.9
417
.76
4.18
7.50
11.8
020
.25
8.66
11.9
720
.25
1012
2.55
4.06
7.52
10.6
117
.10
7.52
10.6
117
.10
4.99
8.44
11.7
519
.72
8.44
11.7
519
.72
1016
2.10
63.
55 7
6.82
10.3
517
.10
7.52
10.6
117
.10
4.47
8.02
11.7
519
.72
8.44
11.7
519
.72
1024
1.20
62.
58 6
5.49
68.
7915
.90
6.50
610
.21
15.9
03.
49 6
6.65
710
.50
19.5
17.
81 7
11.6
219
.72
1212
1.80
63.
16 6
5.99
78.
9815
.35
6.75
79.
9115
.35
4.00
77.
0310
.80
18.4
97.
9011
.26
18.4
9
1216
1.24
32.
49 6
5.08
67.
92 7
13.9
96.
01 6
9.22
713
.99
3.32
66.
10 7
9.70
17.5
67.
16 7
10.7
818
.49
1224
-1.
13 3
3.47
36.
04 6
11.6
0 6
4.69
37.
74 6
11.6
0 6
2.08
34.
43 6
7.75
615
.03
75.
83 6
9.16
617
.37
7
1412
1.08
32.
20 3
4.36
66.
82 6
11.8
05.
22 6
8.04
611
.80
2.96
65.
31 6
8.45
714
.93
6.31
69.
47 7
16.6
0
1416
0.06
21.
45 3
3.37
35.
66 6
10.3
5 6
4.39
37.
10 6
10.3
5 6
2.17
34.
26 6
7.22
613
.36
75.
46 6
8.42
615
.33
7
1424
--
1.54
23.
68 3
7.86
62.
95 2
5.48
37.
86 6
0.20
22.
46 3
5.10
310
.68
63.
97 3
6.62
313
.15
6
1612
0.12
21.
33 2
2.96
34.
85 3
8.77
63.
84 3
6.07
38.
77 6
2.00
33.
77 3
6.30
611
.35
64.
82 3
7.35
613
.04
6
1616
-0.
05 2
1.97
23.
70 3
7.34
62.
99 2
5.12
37.
34 6
1.16
22.
70 3
5.04
39.
80 6
3.93
36.
27 3
11.7
6 6
1624
--
-1.
77 2
4.93
31.
55 2
3.52
24.
93 3
-0.
06 2
2.93
27.
18 3
2.40
24.
45 2
9.59
3
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
550S
200-
(mils
)
5468
35 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
959.
9813
.55
23.0
89.
9813
.55
23.0
8
816
5.95
9.98
13.5
523
.08
9.98
13.5
523
.08
824
5.77
9.53
13.5
523
.08
9.98
13.5
523
.08
912
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
916
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
924
5.09
8.82
12.8
122
.46
9.77
13.2
522
.46
1012
5.76
9.54
12.9
121
.80
9.54
12.9
121
.80
1016
5.38
9.42
12.9
121
.80
9.54
12.9
121
.80
1024
4.36
78.
0211
.95
21.8
09.
2012
.91
21.8
0
1212
4.84
8.39
12.0
620
.40
9.02
12.1
720
.40
1216
4.13
67.
42 7
10.9
420
.34
8.49
712
.17
20.3
4
1224
2.83
65.
67 6
8.93
617
.79
7.09
610
.66
617
.79
1412
3.71
66.
52 6
9.48
17.7
77.
54 6
10.7
117
.77
1416
2.87
35.
41 6
8.22
616
.12
6.63
69.
69 6
16.1
2
1424
1.26
23.
48 3
6.02
613
.29
65.
04 3
7.91
613
.29
6
1612
2.63
34.
80 6
7.39
613
.90
75.
88 6
8.74
613
.90
7
1616
1.74
23.
64 3
6.04
612
.22
64.
92 3
7.62
612
.22
6
1624
-1.
45 2
3.75
39.
39 3
3.26
25.
71 3
9.39
3
35 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
550S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
713.
917.
099.
617.
099.
613.
124.
508.
1410
.96
17.1
78.
1410
.96
17.1
7
816
2.48
3.91
6.79
9.61
7.09
9.61
2.99
4.50
7.85
10.9
617
.17
8.14
10.9
617
.17
824
1.95
73.
355.
928.
827.
099.
612.
444.
096.
9910
.20
17.1
78.
1410
.96
17.1
7
912
2.47
3.84
6.88
9.32
6.93
9.32
2.99
4.41
7.94
10.6
516
.68
7.98
10.6
516
.68
916
2.13
3.52
6.33
9.28
6.93
9.32
2.64
4.25
7.40
10.6
416
.68
7.98
10.6
516
.68
924
1.49
62.
79 7
5.23
8.06
6.68
9.32
1.96
63.
50 7
6.31
9.45
16.6
87.
9810
.65
16.6
8
1012
2.16
73.
516.
509.
016.
709.
012.
684.
227.
5610
.30
16.1
47.
7210
.30
16.1
4
1016
1.76
63.
06 7
5.82
8.52
6.70
9.01
2.26
73.
766.
8910
.08
16.1
47.
7210
.30
16.1
4
1024
0.90
32.
21 6
4.46
67.
06 7
5.83
68.
56 7
1.43
62.
88 6
5.55
78.
6115
.27
7.08
710
.20
16.1
4
1212
1.51
62.
67 6
5.01
77.
345.
91 7
8.34
1.97
63.
32 6
6.14
8.83
14.9
57.
089.
5514
.95
1216
1.01
32.
10 6
4.16
66.
36 7
5.27
67.
72 7
1.43
32.
72 6
5.25
67.
81 7
13.6
86.
41 6
9.22
714
.95
1224
-0.
93 3
2.66
34.
63 6
4.11
36.
40 6
-1.
63 3
3.66
65.
98 6
11.3
8 7
5.19
67.
85 6
13.7
3 7
1412
0.87
31.
85 3
3.55
65.
44 6
4.56
66.
69 6
1.24
32.
41 6
4.50
66.
72 6
11.7
75.
57 6
8.04
613
.46
1416
-1.
19 3
2.64
34.
38 6
3.84
35.
86 6
0.31
21.
72 3
3.52
35.
59 6
10.3
4 7
4.80
37.
16 6
12.3
4 7
1424
--
0.48
22.
54 3
2.58
24.
42 3
--
1.69
23.
63 3
7.86
63.
46 2
5.63
310
.39
6
1612
-1.
10 2
2.31
33.
81 3
3.35
35.
09 3
0.49
21.
58 3
3.08
34.
86 6
8.91
64.
19 3
6.23
610
.65
6
1616
--
1.40
22.
74 3
2.61
24.
23 3
-0.
79 2
2.10
23.
71 3
7.45
63.
39 2
5.32
39.
49 6
1624
--
-0.
12 2
1.35
22.
78 2
--
-1.
73 2
4.99
32.
03 2
3.76
27.
51 3
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
600S
137-
(mils
)
5468
35 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
214.
538.
0011
.63
19.1
48.
0011
.63
19.1
45.
319.
0912
.47
21.4
89.
0912
.47
21.4
8
816
3.11
4.53
8.00
11.6
319
.14
8.00
11.6
319
.14
5.31
9.09
12.4
721
.48
9.09
12.4
721
.48
824
2.56
4.17
7.64
11.5
219
.14
8.00
11.6
319
.14
5.19
8.56
12.4
721
.48
9.09
12.4
721
.48
912
3.10
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
916
2.75
4.37
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
924
2.08
73.
626.
9810
.79
18.6
07.
8811
.35
18.6
04.
607.
9112
.30
21.0
38.
9112
.30
21.0
3
1012
2.78
4.39
7.75
11.0
518
.02
7.75
11.0
518
.02
5.16
8.72
12.1
120
.55
8.72
12.1
120
.55
1016
2.36
73.
927.
4811
.05
18.0
27.
7511
.05
18.0
24.
878.
4612
.11
20.5
58.
7212
.11
20.5
5
1024
1.56
63.
03 6
6.24
9.89
17.8
17.
2011
.05
17.8
13.
97 7
7.19
11.5
320
.55
8.55
12.1
120
.55
1212
2.08
63.
57 7
6.73
10.0
916
.74
7.45
10.4
116
.74
4.45
7.85
11.6
819
.55
8.28
11.6
819
.55
1216
1.54
62.
94 6
5.86
79.
0716
.04
6.76
710
.33
16.0
43.
81 6
6.96
10.8
419
.55
7.98
11.6
819
.55
1224
0.07
31.
78 3
4.29
67.
23 6
13.6
75.
49 6
8.91
613
.67
2.63
65.
34 6
8.97
717
.28
6.71
610
.34
719
.55
1412
1.37
32.
68 6
5.20
68.
00 7
13.9
06.
07 6
9.21
713
.90
3.47
66.
20 7
9.77
17.3
27.
18 7
10.7
918
.08
1416
0.53
31.
93 3
4.20
66.
82 6
12.4
0 7
5.24
68.
28 6
12.4
0 7
2.70
65.
15 6
8.54
615
.72
6.35
69.
76 6
17.7
3
1424
--
2.46
34.
78 3
9.80
63.
79 3
6.64
39.
80 6
1.11
33.
32 3
6.38
612
.95
64.
87 3
7.95
615
.51
6
1612
0.62
21.
79 3
3.73
36.
01 6
10.7
2 7
4.66
37.
30 6
10.7
2 7
2.51
34.
57 6
7.57
613
.64
5.63
68.
67 6
15.4
3
1616
-0.
84 2
2.69
34.
79 3
9.18
63.
78 3
6.30
39.
18 6
1.66
33.
48 3
6.26
611
.99
64.
74 3
7.56
614
.08
6
1624
--
0.14
22.
72 2
6.58
32.
27 2
4.60
26.
58 3
-1.
26 2
4.03
39.
17 6
3.18
25.
65 3
11.7
7 6
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
600S
200-
(mils
)
5468
35 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
0510
.22
13.9
123
.87
10.2
213
.91
23.8
7
816
6.05
10.2
213
.91
23.8
710
.22
13.9
123
.87
824
6.05
9.86
13.9
123
.87
10.2
213
.91
23.8
7
912
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
916
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
924
5.53
9.22
13.2
823
.32
10.0
313
.65
23.3
2
1012
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1016
5.80
9.76
13.3
622
.73
9.83
13.3
622
.73
1024
4.86
8.51
12.5
222
.73
9.83
13.3
622
.73
1212
5.33
9.26
12.7
121
.46
9.38
12.7
121
.46
1216
4.67
78.
3412
.20
21.4
69.
3512
.71
21.4
6
1224
3.43
66.
65 6
10.2
7 7
20.1
38.
03 6
11.9
4 7
20.1
3
1412
4.27
67.
49 7
10.9
620
.13
8.49
711
.97
20.1
3
1416
3.46
66.
39 6
9.69
718
.54
7.61
611
.18
718
.54
1424
2.01
34.
46 3
7.45
615
.68
76.
04 3
9.38
615
.68
7
1612
3.21
65.
77 6
8.65
616
.47
6.88
610
.01
616
.47
1616
2.31
34.
58 6
7.28
614
.70
75.
90 6
8.89
614
.70
7
1624
-2.
54 3
4.92
311
.68
64.
20 3
6.95
311
.68
6
35 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
600S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
874.
207.
6510
.60
7.65
10.6
03.
284.
808.
7112
.01
19.2
08.
7112
.01
19.2
0
816
2.87
4.20
7.51
10.6
07.
6510
.60
3.28
4.80
8.55
12.0
119
.20
8.71
12.0
119
.20
824
2.51
4.20
6.93
10.0
67.
6510
.60
3.03
4.80
7.97
11.3
919
.20
8.71
12.0
119
.20
912
2.85
4.15
7.55
10.4
27.
5510
.42
3.25
4.74
8.61
11.8
118
.87
8.61
11.8
118
.87
916
2.67
4.15
7.21
10.3
77.
5510
.42
3.20
4.74
8.25
11.6
918
.87
8.61
11.8
118
.87
924
2.14
3.93
6.47
9.55
7.55
10.4
22.
654.
687.
5110
.89
18.8
78.
6111
.81
18.8
7
1012
2.71
4.10
7.32
10.2
17.
4510
.21
3.22
4.68
8.35
11.5
818
.52
8.50
11.5
818
.52
1016
2.38
4.10
6.86
9.98
7.45
10.2
12.
894.
687.
9011
.31
18.5
28.
5011
.58
18.5
2
1024
1.70
73.
505.
958.
977.
4510
.21
2.23
4.23
7.00
10.3
218
.29
8.50
11.5
818
.52
1212
2.18
3.85
6.72
9.76
7.18
9.76
2.70
4.55
7.76
11.0
817
.72
8.22
11.0
817
.72
1216
1.73
73.
416.
069.
097.
189.
762.
23 7
4.11
7.11
10.4
417
.72
8.22
11.0
817
.72
1224
0.57
62.
55 6
4.76
77.
646.
58 7
9.69
1.12
63.
23 6
5.81
9.00
16.7
47.
8611
.08
17.7
2
1412
1.60
63.
19 7
6.01
8.88
6.80
9.25
2.10
63.
867.
0510
.38
16.8
37.
8010
.51
16.8
3
1416
0.91
62.
62 6
5.12
77.
896.
33 7
9.25
1.46
63.
27 6
6.17
79.
4016
.68
7.54
710
.51
16.8
3
1424
-1.
51 3
3.34
66.
06 6
5.17
67.
93 6
-2.
16 6
4.39
67.
45 6
14.3
16.
32 6
9.48
616
.73
1612
0.98
32.
49 6
4.80
67.
26 7
5.84
68.
54 7
1.45
63.
11 6
5.88
78.
7115
.34
6.98
79.
9015
.86
1616
-1.
82 3
3.83
66.
13 6
5.11
67.
70 6
0.36
32.
40 6
4.86
67.
52 6
13.8
26.
20 6
9.16
615
.86
1624
-0.
02 2
1.71
34.
11 3
3.78
36.
17 3
-0.
80 3
2.77
35.
39 6
11.1
1 6
4.79
37.
56 6
13.8
8 6
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
800S
137-
(mils
)
5468
35 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
374.
768.
5112
.62
21.2
28.
5112
.62
21.2
25.
589.
6913
.29
23.4
69.
6913
.29
23.4
6
816
3.37
4.76
8.51
12.6
221
.22
8.51
12.6
221
.22
5.58
9.69
13.2
923
.46
9.69
13.2
923
.46
824
3.15
4.76
8.51
12.6
221
.22
8.51
12.6
221
.22
5.58
9.47
13.2
923
.46
9.69
13.2
923
.46
912
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
916
3.32
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
924
2.77
4.66
8.13
12.1
720
.88
8.44
12.4
420
.88
5.54
9.02
13.1
823
.16
9.58
13.1
823
.16
1012
3.31
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1016
3.01
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.40
13.0
622
.83
9.46
13.0
622
.83
1024
2.35
4.23
7.63
11.6
120
.26
8.35
12.2
420
.26
5.24
8.53
13.0
622
.83
9.46
13.0
622
.83
1212
2.81
4.64
8.16
11.7
919
.64
8.16
11.7
919
.64
5.38
9.18
12.7
822
.11
9.18
12.7
822
.11
1216
2.34
4.18
7.73
11.7
319
.64
8.16
11.7
919
.64
5.15
8.63
12.7
822
.11
9.18
12.7
822
.11
1224
1.23
63.
26 7
6.46
10.3
218
.76
7.78
11.7
918
.76
4.21
7.38
11.9
522
.03
9.14
12.7
822
.11
1412
2.19
74.
007.
6811
.30
18.6
87.
9411
.30
18.6
84.
918.
5812
.46
21.3
38.
8612
.46
21.3
3
1416
1.58
63.
37 7
6.81
10.6
418
.68
7.66
11.3
018
.68
4.27
7.73
12.3
121
.33
8.86
12.4
621
.33
1424
-2.
13 6
5.08
68.
78 7
16.7
36.
40 6
10.5
0 7
16.7
33.
07 6
6.03
710
.46
20.3
17.
65 7
11.8
921
.33
1612
1.55
63.
27 6
6.49
79.
9417
.63
7.29
710
.78
17.6
34.
12 7
7.56
11.7
220
.53
8.44
12.1
020
.53
1616
0.55
32.
51 6
5.47
68.
75 7
16.1
06.
46 6
10.2
4 7
16.1
03.
34 6
6.51
710
.50
19.8
17.
61 7
11.7
720
.53
1624
-0.
55 3
3.49
36.
59 6
13.3
0 7
4.95
38.
57 6
13.3
0 7
1.75
34.
46 6
8.28
616
.88
76.
08 6
9.98
619
.61
7
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
800S
200-
(mils
)
5468
35 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
3410
.83
14.8
725
.72
10.8
314
.87
25.7
2
816
6.34
10.8
314
.87
25.7
210
.83
14.8
725
.72
824
6.34
10.7
614
.87
25.7
210
.83
14.8
725
.72
912
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
916
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
924
6.29
10.3
214
.57
25.5
010
.72
14.7
125
.50
1012
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1016
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1024
6.19
9.82
14.0
425
.25
10.5
914
.53
25.2
5
1212
6.12
10.3
014
.11
24.3
910
.30
14.1
124
.39
1216
6.08
9.93
14.1
124
.39
10.3
014
.11
24.3
9
1224
5.11
8.68
12.8
124
.39
10.3
014
.11
24.3
9
1412
5.82
9.87
13.6
423
.43
9.97
13.6
423
.43
1416
5.16
9.02
13.1
823
.43
9.97
13.6
423
.43
1424
3.90
67.
32 7
11.3
523
.15
8.98
713
.58
23.1
5
1612
4.96
8.94
13.0
522
.41
9.60
13.1
022
.41
1616
4.15
67.
85 7
11.8
022
.41
8.92
713
.10
22.4
1
1624
2.65
65.
76 6
9.51
619
.66
7.31
611
.53
619
.66
35 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
800S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
944.
317.
8710
.99
7.87
10.9
93.
354.
928.
9412
.42
20.0
08.
9412
.42
20.0
0
816
2.94
4.31
7.79
10.9
97.
8710
.99
3.35
4.92
8.83
12.3
820
.00
8.94
12.4
220
.00
824
2.75
4.31
7.32
10.5
57.
8710
.99
3.28
4.92
8.36
11.8
620
.00
8.94
12.4
220
.00
912
2.92
4.27
7.79
10.8
47.
7910
.84
3.32
4.87
8.86
12.2
619
.74
8.86
12.2
619
.74
916
2.90
4.27
7.54
10.7
97.
7910
.84
3.32
4.87
8.58
12.1
119
.74
8.86
12.2
619
.74
924
2.42
4.27
6.95
10.1
37.
7910
.84
2.94
4.87
7.98
11.4
519
.74
8.86
12.2
619
.74
1012
2.89
4.23
7.63
10.6
87.
7110
.68
3.30
4.83
8.66
12.0
819
.46
8.76
12.0
819
.46
1016
2.64
4.23
7.27
10.4
87.
7110
.68
3.16
4.83
8.30
11.8
019
.46
8.76
12.0
819
.46
1024
2.02
3.89
6.53
9.66
7.71
10.6
82.
574.
657.
5610
.99
19.2
78.
7612
.08
19.4
6
1212
2.47
4.13
7.15
10.3
27.
5210
.32
2.99
4.72
8.18
11.6
718
.82
8.56
11.6
718
.82
1216
2.06
3.83
6.62
9.76
7.52
10.3
22.
574.
577.
6511
.08
18.8
28.
5611
.67
18.8
2
1224
1.04
63.
045.
568.
587.
4010
.32
1.60
73.
766.
599.
9118
.00
8.56
11.6
718
.82
1412
1.95
3.65
6.58
9.71
7.25
9.90
2.47
4.36
7.61
11.0
418
.09
8.29
11.2
118
.09
1416
1.34
63.
125.
868.
917.
259.
901.
90 7
3.82
6.88
10.2
418
.09
8.29
11.2
118
.09
1424
-2.
11 6
4.42
77.
316.
16 7
9.58
0.38
62.
78 6
5.44
78.
6516
.50
7.42
711
.21
18.0
9
1612
1.39
63.
01 7
5.92
8.98
6.84
9.45
1.88
63.
686.
9410
.30
17.2
97.
9110
.71
17.2
9
1616
0.44
62.
36 6
4.98
77.
936.
14 7
9.38
1.00
63.
01 6
6.00
79.
2717
.01
7.35
710
.71
17.2
9
1624
-0.
81 3
3.10
65.
83 6
4.84
67.
99 6
-1.
61 6
4.12
67.
19 6
14.4
95.
99 6
9.52
617
.06
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
925S
137-
(mils
)
5468
35 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
434.
868.
7213
.01
22.0
48.
7213
.01
22.0
45.
699.
9213
.62
24.2
49.
9213
.62
24.2
4
816
3.43
4.86
8.72
13.0
122
.04
8.72
13.0
122
.04
5.69
9.92
13.6
224
.24
9.92
13.6
224
.24
824
3.40
4.86
8.72
13.0
122
.04
8.72
13.0
122
.04
5.69
9.82
13.6
224
.24
9.92
13.6
224
.24
912
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
916
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
924
3.07
4.84
8.58
12.7
121
.74
8.66
12.8
621
.74
5.65
9.46
13.5
324
.00
9.83
13.5
324
.00
1012
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1016
3.29
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1024
2.70
4.61
8.17
12.2
621
.21
8.59
12.7
021
.21
5.62
9.05
13.4
323
.74
9.74
13.4
323
.74
1212
3.11
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.52
13.2
123
.15
9.52
13.2
123
.15
1216
2.69
4.58
8.25
12.3
420
.78
8.43
12.3
420
.78
5.53
9.14
13.2
123
.15
9.52
13.2
123
.15
1224
1.72
3.75
7.21
11.2
019
.97
8.43
12.3
419
.97
4.76
8.11
12.7
923
.15
9.52
13.2
123
.15
1412
2.57
4.44
8.21
11.9
320
.00
8.26
11.9
320
.00
5.41
9.09
12.9
622
.49
9.26
12.9
622
.49
1416
2.02
73.
877.
5011
.52
20.0
08.
2611
.93
20.0
04.
848.
4012
.96
22.4
99.
2612
.96
22.4
9
1424
0.56
62.
73 6
6.09
9.95
18.5
07.
3311
.93
18.5
03.
73 7
7.00
11.5
621
.76
8.69
12.9
622
.49
1612
1.98
73.
797.
5611
.50
19.1
38.
0511
.50
19.1
34.
718.
4512
.66
21.7
98.
9712
.66
21.7
9
1616
1.13
63.
08 7
6.64
10.5
619
.13
7.44
11.5
019
.13
3.99
77.
5412
.16
21.7
98.
7112
.66
21.7
9
1624
-1.
42 6
4.78
68.
51 7
16.8
16.
01 6
10.5
2 7
16.8
12.
57 6
5.72
610
.15
720
.11
7.28
611
.90
721
.79
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
925S
200-
(mils
)
5468
35 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
4511
.06
15.2
426
.42
11.0
615
.24
26.4
2
816
6.45
11.0
615
.24
26.4
211
.06
15.2
426
.42
824
6.45
11.0
615
.24
26.4
211
.06
15.2
426
.42
912
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
916
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
924
6.41
10.7
415
.08
26.2
510
.97
15.1
126
.25
1012
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1016
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1024
6.37
10.3
414
.64
26.0
610
.88
14.9
726
.06
1212
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1216
6.28
10.4
214
.64
25.5
410
.65
14.6
425
.54
1224
5.70
9.39
13.6
225
.54
10.6
514
.64
25.5
4
1412
6.17
10.3
814
.26
24.7
610
.38
14.2
624
.76
1416
5.77
9.68
13.9
324
.76
10.3
814
.26
24.7
6
1424
4.63
8.28
12.4
224
.55
10.1
014
.26
24.5
5
1612
5.62
9.74
13.8
423
.90
10.0
913
.84
23.9
0
1616
4.88
8.82
13.0
123
.90
10.0
913
.84
23.9
0
1624
3.47
67.
00 7
11.0
422
.95
8.61
713
.57
22.9
5
35 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
925S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
959.
9813
.55
23.0
89.
9813
.55
23.0
8
816
5.87
9.66
13.5
523
.08
9.98
13.5
523
.08
824
4.92
8.38
12.3
423
.08
9.98
13.5
523
.08
912
5.82
9.77
13.2
522
.46
9.77
13.2
522
.46
916
5.21
8.98
12.9
822
.46
9.77
13.2
522
.46
924
4.05
77.
3611
.25
22.4
49.
0913
.25
22.4
4
1012
5.23
9.22
12.9
121
.80
9.54
12.9
121
.80
1016
4.50
78.
2212
.17
21.8
09.
3512
.91
21.8
0
1024
3.14
66.
21 6
10.0
3 7
20.1
87.
90 6
11.8
8 7
20.1
8
1212
3.94
67.
15 7
10.6
419
.95
8.28
712
.01
19.9
5
1216
3.01
65.
90 6
9.20
718
.13
7.28
610
.88
718
.13
1224
0.87
33.
57 3
6.65
614
.92
65.
48 3
8.84
614
.92
6
1412
2.65
35.
11 6
7.88
615
.68
76.
39 6
9.42
615
.68
7
1416
1.60
33.
74 3
6.32
613
.67
65.
25 3
8.14
613
.67
6
1424
-0.
41 2
3.62
310
.23
33.
28 2
5.93
310
.23
3
1612
1.50
23.
34 3
5.69
311
.78
64.
66 3
7.32
311
.78
6
1616
-1.
94 2
4.06
39.
77 3
3.48
25.
96 3
9.77
3
1624
--
0.04
26.
37 2
1.36
23.
66 2
6.37
2
50 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
550S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
974.
377.
9811
.17
7.98
11.1
73.
384.
979.
0512
.61
20.3
89.
0512
.61
20.3
8
816
2.97
4.37
7.80
11.1
17.
9811
.17
3.38
4.97
8.83
12.4
220
.38
9.05
12.6
120
.38
824
2.71
4.37
7.33
10.5
77.
9811
.17
3.25
4.97
8.35
11.8
820
.38
9.05
12.6
120
.38
912
2.95
4.33
7.85
11.0
47.
9111
.04
3.36
4.93
8.88
12.4
620
.15
8.97
12.4
620
.15
916
2.88
4.33
7.55
10.8
27.
9111
.04
3.36
4.93
8.58
12.1
320
.15
8.97
12.4
620
.15
924
2.34
4.25
6.95
10.1
57.
9111
.04
2.90
4.93
7.97
11.4
619
.93
8.97
12.4
620
.15
1012
2.92
4.29
7.64
10.9
07.
8310
.90
3.33
4.89
8.67
12.2
319
.90
8.89
12.3
119
.90
1016
2.61
4.29
7.27
10.5
17.
8310
.90
3.14
4.89
8.29
11.8
219
.90
8.89
12.3
119
.90
1024
1.89
3.85
6.52
9.67
7.83
10.9
02.
454.
627.
5410
.99
19.3
68.
8912
.31
19.9
0
1212
2.44
4.21
7.15
10.3
77.
6610
.58
2.96
4.80
8.17
11.6
919
.33
8.71
11.9
519
.33
1216
1.99
3.81
6.61
9.77
7.66
10.5
82.
514.
567.
6311
.09
19.3
38.
7111
.95
19.3
3
1224
0.84
72.
965.
548.
577.
4310
.58
1.40
73.
706.
559.
8918
.06
8.71
11.9
519
.33
1412
1.90
3.64
6.57
9.72
7.46
10.2
12.
424.
387.
5911
.04
18.6
98.
5111
.54
18.6
9
1416
1.16
63.
075.
848.
917.
3810
.21
1.72
73.
796.
8510
.23
18.4
68.
5111
.54
18.6
9
1424
-1.
83 6
4.37
77.
276.
21 7
9.94
0.15
62.
64 6
5.38
78.
6016
.52
7.50
711
.54
18.6
9
1612
1.22
62.
99 7
5.89
8.97
7.03
9.80
1.78
63.
686.
9110
.29
17.9
78.
1811
.09
17.9
7
1616
0.18
62.
29 6
4.94
77.
916.
27 7
9.80
0.77
62.
96 6
5.95
79.
2317
.27
7.52
711
.09
17.9
7
1624
-0.
36 3
3.03
65.
77 6
4.85
68.
39 6
-1.
24 6
4.03
67.
11 6
14.7
56.
04 6
9.96
617
.93
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
1000
S13
7-(m
ils)
5468
40 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S16
2-(m
ils)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
464.
908.
8113
.19
22.4
38.
8113
.19
22.4
35.
7410
.03
13.7
724
.62
10.0
313
.77
24.6
2
816
3.46
4.90
8.81
13.1
922
.43
8.81
13.1
922
.43
5.74
10.0
313
.77
24.6
210
.03
13.7
724
.62
824
3.37
4.90
8.81
13.1
422
.33
8.81
13.1
922
.33
5.74
9.78
13.7
724
.62
10.0
313
.77
24.6
2
912
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
916
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
924
3.02
4.88
8.56
12.7
221
.84
8.76
13.0
621
.84
5.71
9.39
13.6
924
.40
9.95
13.6
924
.40
1012
3.42
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.87
13.6
124
.17
9.87
13.6
124
.17
1016
3.26
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.72
13.6
124
.17
9.87
13.6
124
.17
1024
2.57
4.56
8.13
12.2
521
.29
8.70
12.9
221
.29
5.63
8.97
13.6
124
.17
9.87
13.6
124
.17
1212
3.09
4.82
8.56
12.6
021
.31
8.56
12.6
021
.31
5.60
9.60
13.4
123
.64
9.67
13.4
123
.64
1216
2.64
4.55
8.22
12.3
521
.31
8.56
12.6
021
.31
5.59
9.06
13.4
123
.64
9.67
13.4
123
.64
1224
1.53
3.66
7.15
11.1
720
.02
8.56
12.6
020
.02
4.69
7.97
12.7
523
.22
9.67
13.4
123
.64
1412
2.53
4.42
8.18
12.2
320
.62
8.40
12.2
320
.62
5.42
9.01
13.1
923
.05
9.45
13.1
923
.05
1416
1.85
3.81
7.45
11.5
020
.40
8.40
12.2
320
.40
4.81
8.27
13.0
723
.05
9.45
13.1
923
.05
1424
0.27
62.
46 7
5.99
9.89
18.5
17.
3412
.23
18.5
13.
626.
8011
.49
21.7
58.
7513
.19
23.0
5
1612
1.91
73.
757.
5111
.56
19.8
48.
2311
.84
19.8
44.
718.
3312
.93
22.4
19.
1912
.93
22.4
1
1616
0.90
62.
99 7
6.56
10.5
119
.25
7.51
11.8
419
.25
3.94
7.37
12.1
022
.41
8.84
12.9
322
.41
1624
-1.
07 6
4.66
68.
41 7
16.7
85.
99 6
10.9
2 7
16.7
82.
22 6
5.45
710
.04
20.0
67.
31 7
12.0
622
.41
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
1000
S20
0-(m
ils)
5468
40 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S25
0-(m
ils)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
5011
.17
15.4
226
.76
11.1
715
.42
26.7
6
816
6.50
11.1
715
.42
26.7
611
.17
15.4
226
.76
824
6.50
11.0
515
.42
26.7
611
.17
15.4
226
.76
912
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
916
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
924
6.47
10.6
715
.08
26.6
111
.09
15.3
026
.61
1012
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1016
6.43
10.9
915
.18
26.4
411
.01
15.1
826
.44
1024
6.43
10.2
314
.63
26.4
411
.01
15.1
826
.44
1212
6.35
10.8
114
.89
26.0
610
.81
14.8
926
.06
1216
6.35
10.3
214
.72
26.0
610
.81
14.8
926
.06
1224
5.64
9.23
13.5
825
.97
10.8
114
.89
25.9
7
1412
6.26
10.2
814
.56
25.3
810
.58
14.5
625
.38
1416
5.75
9.54
13.9
025
.38
10.5
814
.56
25.3
8
1424
4.54
8.05
12.3
424
.54
10.1
714
.56
24.5
4
1612
5.63
9.60
13.9
624
.61
10.3
114
.18
24.6
1
1616
4.84
8.63
12.9
524
.61
10.2
514
.18
24.6
1
1624
3.22
66.
69 7
10.9
222
.88
8.67
713
.79
22.8
8
40 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
1000
S30
0-(m
ils)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
121.
27 6
2.21
64.
03 6
5.75
74.
81 6
6.70
71.
70 6
2.83
65.
07 7
7.12
10.7
55.
91 7
8.07
11.6
1
816
0.83
31.
72 3
3.31
64.
93 6
4.25
66.
07 6
1.22
32.
30 6
4.30
66.
25 7
9.62
5.31
67.
46 7
11.6
1
824
-0.
80 2
2.06
33.
51 3
3.26
34.
96 3
-1.
36 3
2.96
34.
73 6
7.66
64.
25 3
6.28
610
.23
6
912
0.83
31.
65 3
3.04
64.
49 6
3.87
65.
49 6
1.20
32.
20 6
3.94
65.
68 6
8.64
4.82
66.
75 6
10.4
2
916
0.07
21.
11 3
2.30
33.
64 6
3.27
34.
82 6
0.68
21.
62 3
3.14
34.
77 6
7.47
64.
18 3
6.03
69.
56 6
924
--
0.89
22.
20 3
2.25
23.
68 3
-0.
22 2
1.78
23.
21 3
5.48
63.
08 2
4.80
38.
10 6
1012
0.41
21.
14 3
2.20
33.
40 6
3.03
34.
40 6
0.75
21.
62 3
2.96
34.
41 6
6.79
63.
85 3
5.49
68.
58 6
1016
-0.
58 2
1.47
22.
56 3
2.43
23.
73 3
-1.
02 2
2.16
33.
50 3
5.64
63.
20 3
4.77
37.
72 6
1024
--
-1.
15 2
1.42
22.
59 2
--
0.34
21.
97 2
3.69
32.
11 2
3.54
26.
26 3
1212
-0.
08 2
0.96
21.
76 2
1.72
22.
69 2
-0.
68 2
1.47
22.
46 3
3.98
32.
31 2
3.47
35.
62 3
1216
--
-0.
99 2
1.17
22.
07 2
--
0.74
21.
63 2
2.93
31.
70 2
2.80
24.
83 3
1224
--
--
-1.
02 1
--
--
0.64
20.
69 1
1.66
23.
49 2
1412
--
-0.
70 2
0.86
11.
51 2
--
0.52
21.
18 2
2.13
21.
26 2
2.07
23.
57 2
1416
--
--
0.10
10.
97 1
--
--
1.21
20.
73 1
1.47
12.
88 2
1424
--
--
--
--
--
--
0.02
11.
71 1
1612
--
--
0.14
10.
77 1
--
-0.
06 1
0.98
20.
59 1
1.16
12.
24 2
1616
--
--
--
--
--
--
0.64
11.
63 1
1624
--
--
--
--
--
--
-0.
26 1
40 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
162-
(mils
)
50 k
si50
ksi
97
362S
137-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
121.
86 6
3.11
75.
768.
4013
.02
6.37
8.96
13.0
23.
956.
8110
.18
16.1
47.
3610
.26
16.1
4
816
1.38
62.
54 6
4.99
67.
51 7
11.8
55.
73 6
8.60
711
.85
3.38
66.
02 7
9.27
15.3
66.
89 7
10.1
216
.14
824
0.14
31.
54 3
3.64
65.
96 6
9.80
74.
60 6
7.36
69.
80 7
2.34
64.
62 6
7.66
613
.18
5.76
68.
76 6
15.7
4
912
1.37
32.
48 6
4.66
66.
94 7
10.6
65.
34 6
7.94
710
.66
3.26
65.
63 7
8.64
13.8
56.
43 7
9.43
14.8
9
916
0.84
31.
85 3
3.84
65.
99 6
9.43
74.
64 6
7.16
69.
43 7
2.61
64.
77 6
7.63
712
.52
5.72
68.
57 7
14.6
5
924
-0.
32 2
2.42
34.
35 3
7.32
63.
43 3
5.82
37.
32 6
1.46
33.
26 3
5.88
610
.23
64.
48 3
7.07
612
.92
6
1012
0.91
31.
86 3
3.63
65.
56 6
8.55
74.
33 6
6.58
68.
55 7
2.58
64.
45 6
7.08
611
.32
5.28
67.
91 6
13.1
7
1016
-1.
20 2
2.79
34.
59 6
7.32
63.
60 3
5.78
67.
32 6
1.88
33.
57 3
6.04
69.
98 7
4.54
37.
00 6
12.1
4 7
1024
--
1.37
22.
95 3
5.24
32.
38 2
4.42
35.
24 3
0.16
22.
05 2
4.26
37.
71 6
3.28
25.
46 3
10.3
9 6
1212
-0.
83 2
2.01
23.
29 3
5.27
62.
68 2
4.25
35.
27 6
1.39
22.
73 3
4.53
37.
29 6
3.59
35.
34 3
9.03
6
1216
--
1.20
22.
39 2
4.13
31.
98 2
3.50
24.
13 3
0.35
21.
83 2
3.51
36.
04 3
2.82
24.
45 3
8.06
3
1224
--
-0.
33 2
2.23
20.
80 1
2.24
22.
23 2
--
1.81
23.
95 2
1.53
22.
96 2
6.42
2
1412
--
0.87
21.
76 2
3.05
31.
48 2
2.62
23.
05 3
0.22
21.
38 2
2.63
24.
52 3
2.18
23.
35 2
6.07
3
1416
--
-0.
96 2
2.06
20.
85 1
1.95
22.
06 2
-0.
05 2
1.72
23.
41 2
1.47
22.
56 2
5.20
2
1424
--
--
--
0.83
1-
--
-1.
55 2
-1.
23 1
3.75
2
1612
--
-0.
78 1
1.63
20.
69 1
1.53
11.
63 2
-0.
14 1
1.37
22.
68 2
1.18
12.
01 2
4.03
2
1616
--
--
0.40
2-
0.95
10.
40 2
--
0.16
11.
71 2
0.31
11.
31 1
3.27
2
1624
--
--
--
--
--
--
--
2.00
1
40 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
250-
(mils
)
50 k
si50
ksi
97
362S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
124.
808.
1611
.18
17.9
68.
4311
.18
17.9
6
816
4.19
77.
3310
.52
17.9
68.
2111
.18
17.9
6
824
3.09
65.
85 6
8.84
715
.88
7.01
610
.25
715
.88
912
4.03
76.
879.
7916
.60
7.69
10.6
116
.60
916
3.34
65.
95 6
8.74
715
.22
6.93
69.
94 7
15.2
2
924
2.11
34.
34 6
6.91
612
.84
75.
60 6
8.44
612
.84
7
1012
3.27
65.
63 6
8.13
714
.02
6.51
69.
20 7
14.0
2
1016
2.52
34.
66 6
7.03
612
.58
75.
70 6
8.29
612
.58
7
1024
1.22
23.
00 3
5.15
310
.13
64.
30 3
6.72
310
.13
6
1212
1.92
33.
52 3
5.49
69.
31 6
4.41
36.
60 6
9.31
6
1216
1.13
22.
55 2
4.37
37.
95 6
3.58
25.
65 3
7.95
6
1224
-0.
31 2
2.49
25.
68 3
2.19
24.
06 2
5.68
3
1412
0.89
21.
98 2
3.35
35.
98 3
2.81
24.
36 3
5.98
3
1416
-1.
07 2
2.32
24.
77 3
2.04
23.
49 2
4.77
3
1424
--
-2.
75 2
0.27
12.
04 2
2.75
2
1612
-0.
90 2
1.84
23.
73 2
1.65
22.
73 2
3.73
2
1616
--
0.95
22.
68 2
0.95
11.
97 2
2.68
2
1624
--
-0.
17 1
-0.
21 1
0.17
1
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
97
362S
300-
(mils
)
5468
40 p
sf L
ater
al L
oad
97
33 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
121.
56 6
2.63
64.
836.
855.
607.
552.
04 6
3.29
75.
988.
3513
.07
6.71
8.76
13.0
7
816
1.13
32.
14 6
4.11
66.
03 7
5.05
67.
17 7
1.58
62.
78 6
5.21
77.
4912
.08
6.21
78.
6913
.07
824
-1.
26 3
2.83
64.
57 6
4.06
66.
06 6
0.52
31.
85 3
3.85
65.
94 6
10.1
3 7
5.16
67.
52 6
12.4
1 7
912
1.13
32.
07 6
3.82
65.
57 7
4.67
66.
60 7
1.54
62.
68 6
4.84
66.
9111
.02
5.74
68.
0112
.14
916
0.61
31.
53 3
3.05
64.
68 6
4.06
65.
91 6
1.03
32.
10 3
4.01
65.
96 6
9.82
5.09
67.
28 6
11.7
2
924
-0.
16 2
1.71
33.
15 3
3.00
34.
71 3
-1.
08 2
2.58
34.
33 6
7.75
63.
95 3
6.00
610
.17
6
1012
0.72
21.
55 3
2.92
64.
39 6
3.79
65.
47 6
1.08
32.
08 3
3.80
65.
57 6
9.00
4.74
66.
72 6
10.6
7
1016
-0.
97 2
2.13
33.
49 3
3.16
34.
75 3
0.25
21.
47 3
2.95
34.
59 6
7.78
64.
06 3
5.95
69.
74 6
1024
--
0.26
21.
94 2
2.08
23.
52 2
--
1.50
22.
94 3
5.69
62.
89 2
4.63
38.
14 6
1212
-0.
66 2
1.49
22.
52 3
2.34
23.
56 3
-1.
06 2
2.12
33.
38 3
5.73
63.
05 3
4.51
37.
34 6
1216
--
0.43
21.
65 2
1.72
22.
86 2
-0.
04 2
1.30
22.
44 2
4.56
32.
37 2
3.75
26.
43 3
1224
--
--
0.68
11.
68 2
--
-0.
24 2
2.61
21.
24 2
2.48
24.
90 2
1412
--
0.27
21.
23 2
1.31
22.
19 2
--
0.97
21.
85 2
3.44
31.
82 2
2.89
24.
90 3
1416
--
--
0.74
11.
55 2
--
-0.
99 2
2.39
21.
20 1
2.19
24.
08 2
1424
--
--
--
--
--
--
1.02
12.
70 2
1612
--
-0.
01 1
0.62
11.
24 1
--
-0.
82 2
1.90
20.
98 1
1.75
23.
19 2
1616
--
--
-0.
67 1
--
--
0.98
20.
14 1
1.13
12.
46 2
1624
--
--
--
--
--
--
-1.
25 1
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
400S
137-
(mils
)
5468
40 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
18 7
3.53
6.55
9.58
14.8
76.
949.
5814
.87
4.43
7.69
10.7
917
.58
7.79
10.7
917
.58
816
1.72
63.
00 6
5.81
8.75
14.4
96.
539.
5814
.49
3.89
76.
9410
.49
17.5
87.
7810
.79
17.5
8
824
0.75
32.
03 6
4.49
67.
21 6
12.4
75.
45 6
8.60
612
.47
2.89
65.
57 6
8.93
716
.02
6.70
610
.01
717
.58
912
1.71
62.
95 6
5.55
78.
1913
.25
6.23
79.
1413
.25
3.79
76.
589.
9916
.66
7.36
10.4
716
.66
916
1.18
32.
33 6
4.71
67.
23 7
12.0
15.
53 6
8.41
712
.01
3.15
65.
72 7
8.99
15.4
66.
68 7
9.93
16.6
6
924
-1.
20 3
3.25
35.
54 6
9.84
64.
31 3
7.06
69.
84 6
2.02
34.
20 6
7.22
613
.14
75.
44 6
8.44
615
.58
7
1012
1.24
32.
35 6
4.51
66.
83 7
11.0
15.
24 6
7.90
711
.01
3.13
65.
48 6
8.51
14.1
86.
34 6
9.37
15.4
7
1016
0.58
21.
68 3
3.63
65.
80 6
9.71
74.
49 6
7.07
69.
71 7
2.43
34.
55 6
7.42
612
.78
5.58
68.
44 6
14.7
8
1024
--
2.12
34.
05 3
7.50
63.
20 3
5.63
37.
50 6
1.14
22.
94 3
5.55
610
.38
64.
25 3
6.83
612
.90
6
1212
0.16
21.
25 2
2.72
34.
37 3
7.26
63.
47 3
5.44
37.
26 6
1.90
33.
51 3
5.76
69.
68 6
4.43
36.
66 6
11.3
8 6
1216
-0.
12 2
1.84
23.
36 3
6.01
62.
71 2
4.60
36.
01 6
1.14
22.
55 3
4.65
38.
32 6
3.62
35.
70 3
10.2
8 6
1224
--
-1.
66 2
3.91
31.
42 2
3.19
23.
91 3
-0.
30 2
2.78
26.
01 3
2.25
24.
07 2
8.43
3
1412
-0.
02 2
1.41
22.
57 2
4.58
32.
11 2
3.56
24.
58 3
0.91
22.
05 2
3.64
36.
39 6
2.95
24.
49 3
7.94
6
1416
--
0.12
21.
64 2
3.45
21.
40 2
2.79
23.
45 2
-1.
11 2
2.60
25.
14 3
2.15
23.
58 2
6.93
3
1424
--
--
1.55
2-
1.49
11.
55 2
--
0.11
23.
04 2
0.38
12.
05 2
5.24
2
1612
--
0.20
21.
34 2
2.73
21.
14 2
2.23
22.
73 2
-0.
94 2
2.11
24.
07 3
1.77
22.
87 2
5.45
3
1616
--
--
1.73
20.
17 1
1.53
11.
73 2
--
1.18
22.
96 2
1.04
12.
05 2
4.56
2
1624
--
--
--
--
--
-0.
47 2
-0.
10 1
3.05
2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
400S
200-
(mils
)
5468
40 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
328.
8711
.84
19.5
08.
8711
.84
19.5
0
816
4.76
8.32
11.8
419
.50
8.87
11.8
419
.50
824
3.71
66.
90 7
10.2
718
.88
8.03
711
.62
18.8
8
912
4.62
7.91
11.2
318
.54
8.52
11.3
518
.54
916
3.95
67.
01 7
10.2
018
.21
7.98
711
.35
18.2
1
924
2.75
65.
40 6
8.37
615
.86
6.67
69.
91 6
15.8
6
1012
3.89
66.
71 7
9.46
16.9
67.
59 7
10.5
116
.96
1016
3.15
65.
72 6
8.36
715
.50
6.78
69.
62 7
15.5
0
1024
1.83
34.
00 3
6.44
612
.99
65.
35 3
8.06
612
.99
6
1212
2.51
34.
49 6
6.82
612
.10
75.
45 6
8.01
612
.10
7
1216
1.69
33.
45 3
5.62
610
.61
64.
57 3
7.00
610
.61
6
1224
-1.
69 2
3.58
38.
12 3
3.08
25.
29 3
8.12
3
1412
1.37
22.
76 3
4.53
38.
19 6
3.69
35.
68 3
8.19
6
1416
0.04
21.
75 2
3.36
26.
83 3
2.83
24.
70 2
6.83
3
1424
--
1.32
24.
55 2
1.39
23.
05 2
4.55
2
1612
0.14
21.
50 2
2.74
25.
42 3
2.38
23.
79 2
5.42
3
1616
--
1.68
24.
20 2
1.57
22.
90 2
4.20
2
1624
--
-2.
17 2
-1.
40 1
2.17
2
40 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
400S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
433.
806.
809.
246.
899.
242.
954.
387.
8710
.57
16.4
37.
9310
.57
16.4
3
816
2.09
3.46
6.24
9.14
6.89
9.24
2.60
4.20
7.32
10.5
016
.43
7.93
10.5
716
.43
824
1.44
62.
73 7
5.13
7.90
6.60
9.24
1.92
63.
45 7
6.22
9.30
16.4
37.
9210
.57
16.4
3
912
2.09
73.
416.
368.
916.
658.
912.
614.
137.
4310
.21
15.8
67.
6810
.21
15.8
6
916
1.68
62.
95 7
5.65
8.29
6.63
8.91
2.17
63.
656.
739.
8615
.86
7.68
10.2
115
.86
924
0.74
32.
08 6
4.24
66.
80 7
5.66
68.
32 7
1.28
62.
75 6
5.34
78.
3414
.80
6.92
79.
9815
.86
1012
1.73
62.
95 7
5.55
8.02
6.39
8.57
2.22
63.
646.
779.
6115
.26
7.39
9.82
15.2
6
1016
1.25
62.
41 6
4.75
67.
095.
80 6
8.37
1.71
63.
08 6
5.92
78.
6514
.83
7.02
79.
8215
.26
1024
-1.
42 3
3.24
65.
42 6
4.70
67.
13 6
0.46
32.
04 6
4.36
66.
90 6
12.6
65.
86 6
8.69
614
.88
1212
1.00
32.
01 6
3.88
65.
87 6
4.89
67.
11 6
1.40
32.
61 6
4.90
67.
23 7
12.5
05.
97 6
8.54
713
.93
1216
0.07
21.
37 3
2.95
34.
79 6
4.17
36.
29 6
0.63
31.
93 3
3.91
66.
10 6
11.0
7 7
5.20
67.
67 6
13.0
6 7
1224
--
0.94
22.
93 3
2.90
24.
83 3
-0.
17 2
2.09
34.
12 3
8.59
63.
85 3
6.14
311
.13
6
1412
0.01
21.
16 2
2.43
33.
98 6
3.50
35.
29 6
0.55
21.
65 3
3.25
35.
09 6
9.24
64.
39 3
6.49
611
.02
6
1416
-0.
00 2
1.49
22.
87 3
2.73
24.
41 3
-0.
87 2
2.24
33.
91 3
7.76
63.
57 3
5.56
39.
83 6
1424
--
-0.
20 2
1.43
22.
91 2
--
-1.
85 2
5.23
32.
17 2
3.95
27.
81 3
1612
-0.
08 2
1.31
22.
47 3
2.35
23.
76 3
-0.
84 2
1.94
23.
36 3
6.57
63.
06 2
4.74
38.
30 6
1616
--
-1.
40 2
1.60
22.
90 2
--
0.54
22.
21 2
5.13
32.
25 2
3.81
27.
14 3
1624
--
--
-1.
44 2
--
--
2.70
20.
42 1
2.25
25.
18 2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
550S
137-
(mils
)
5468
40 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
094.
457.
8111
.26
18.3
77.
8111
.26
18.3
75.
208.
8612
.17
20.7
68.
8612
.17
20.7
6
816
2.74
4.30
7.81
11.2
618
.37
7.81
11.2
618
.37
5.20
8.86
12.1
720
.76
8.86
12.1
720
.76
824
2.07
73.
556.
9010
.66
18.3
77.
8111
.26
18.3
74.
557.
8312
.17
20.7
68.
8612
.17
20.7
6
912
2.73
4.29
7.67
10.9
417
.76
7.67
10.9
417
.76
5.13
8.66
11.9
720
.25
8.66
11.9
720
.25
916
2.31
73.
807.
3110
.94
17.7
67.
6710
.94
17.7
64.
778.
3211
.97
20.2
58.
6611
.97
20.2
5
924
1.47
62.
89 6
6.05
79.
6417
.37
7.01
710
.94
17.3
73.
84 7
7.01
11.2
720
.25
8.39
11.9
720
.25
1012
2.35
73.
847.
2310
.61
17.1
07.
5210
.61
17.1
04.
778.
4411
.75
19.7
28.
4411
.75
19.7
2
1016
1.85
63.
26 7
6.43
9.89
17.1
07.
2510
.61
17.1
04.
187.
6211
.59
19.7
28.
4411
.75
19.7
2
1024
0.68
32.
19 6
4.96
68.
16 7
15.1
06.
08 6
9.73
715
.10
3.09
66.
09 7
9.87
18.7
07.
38 7
11.1
219
.72
1212
1.55
62.
86 6
5.59
68.
5114
.75
6.43
69.
6914
.75
3.70
66.
62 7
10.3
218
.36
7.58
711
.26
18.4
9
1216
0.84
32.
13 6
4.59
67.
35 6
13.2
75.
61 6
8.78
613
.27
2.95
65.
60 6
9.12
716
.79
6.77
610
.29
718
.49
1224
-0.
25 3
2.85
35.
32 6
10.6
8 6
4.17
37.
16 6
10.6
8 6
1.50
33.
78 3
6.99
614
.05
75.
31 3
8.53
616
.59
7
1412
0.76
21.
87 3
3.92
66.
31 6
11.1
5 7
4.85
67.
63 6
11.1
5 7
2.62
34.
85 6
7.90
614
.23
5.93
69.
00 6
16.0
4
1416
-0.
92 2
2.85
35.
06 3
9.59
63.
95 3
6.61
39.
59 6
1.76
33.
72 3
6.57
612
.54
65.
01 3
7.88
614
.67
6
1424
--
0.28
22.
92 2
6.92
32.
40 2
4.86
26.
92 3
-1.
43 2
4.29
39.
66 6
3.40
25.
93 3
12.3
2 6
1612
-0.
98 2
2.52
34.
34 3
8.13
63.
46 3
5.64
38.
13 6
1.63
33.
30 3
5.74
610
.66
64.
42 3
6.87
612
.47
6
1616
--
1.45
23.
11 2
6.60
32.
55 2
4.63
26.
60 3
0.21
22.
14 2
4.40
38.
99 6
3.46
25.
71 3
11.1
0 6
1624
--
-0.
14 2
4.03
20.
48 2
2.91
24.
03 2
--
2.13
26.
19 3
1.83
23.
75 2
8.78
3
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
550S
200-
(mils
)
5468
40 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
125.
959.
9813
.55
23.0
89.
9813
.55
23.0
8
816
5.95
9.98
13.5
523
.08
9.98
13.5
523
.08
824
5.49
9.15
13.1
623
.08
9.98
13.5
523
.08
912
5.86
9.77
13.2
522
.46
9.77
13.2
522
.46
916
5.70
9.63
13.2
522
.46
9.77
13.2
522
.46
924
4.74
8.33
12.2
922
.46
9.77
13.2
522
.46
1012
5.68
9.54
12.9
121
.80
9.54
12.9
121
.80
1016
5.08
9.02
12.9
121
.80
9.54
12.9
121
.80
1024
3.94
67.
42 7
11.3
121
.71
8.75
712
.83
21.7
1
1212
4.53
77.
9611
.57
20.4
08.
9212
.17
20.4
0
1216
3.75
66.
89 7
10.3
419
.58
8.07
711
.78
19.5
8
1224
2.32
34.
98 6
8.14
616
.79
76.
53 6
10.0
3 6
16.7
9 7
1412
3.34
66.
03 6
8.92
717
.04
7.14
610
.26
717
.04
1416
2.43
34.
82 6
7.55
615
.26
76.
15 6
9.15
615
.26
7
1424
0.11
22.
74 3
5.18
312
.21
64.
42 3
7.21
312
.21
6
1612
2.23
34.
28 3
6.79
613
.16
65.
45 3
8.24
613
.16
6
1616
1.27
23.
04 3
5.34
311
.36
64.
41 3
7.04
311
.36
6
1624
--
2.89
28.
33 3
2.64
24.
99 2
8.33
3
40 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
550S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
633.
917.
049.
617.
099.
613.
124.
508.
1010
.96
17.1
78.
1410
.96
17.1
7
816
2.32
3.78
6.55
9.51
7.09
9.61
2.83
4.50
7.61
10.8
717
.17
8.14
10.9
617
.17
824
1.73
73.
115.
558.
417.
099.
612.
21 7
3.84
6.63
9.79
17.1
78.
1410
.96
17.1
7
912
2.32
3.73
6.65
9.32
6.93
9.32
2.84
4.41
7.71
10.6
516
.68
7.98
10.6
516
.68
916
1.94
73.
316.
028.
936.
939.
322.
444.
037.
0910
.30
16.6
87.
9810
.65
16.6
8
924
1.15
62.
50 6
4.76
77.
536.
35 7
9.24
1.68
63.
19 7
5.85
8.94
16.2
17.
6610
.65
16.6
8
1012
1.99
73.
316.
208.
976.
709.
012.
50 7
4.02
7.27
10.3
016
.14
7.72
10.3
016
.14
1016
1.54
62.
81 6
5.43
8.09
6.49
9.01
2.03
63.
50 7
6.50
9.66
16.1
47.
7210
.30
16.1
4
1024
0.43
31.
87 6
3.88
66.
48 7
5.44
68.
13 7
0.95
32.
52 6
4.97
67.
98 7
14.5
26.
68 6
9.76
716
.14
1212
1.29
32.
42 6
4.63
66.
91 7
5.63
68.
12 7
1.73
63.
06 6
5.75
78.
3814
.41
6.79
79.
5514
.95
1216
0.58
31.
79 3
3.71
65.
84 6
4.92
67.
32 6
1.11
32.
40 6
4.77
67.
26 7
12.9
96.
04 6
8.81
714
.95
1224
-0.
13 2
1.83
33.
95 3
3.66
35.
88 3
-1.
01 3
2.95
35.
27 6
10.4
8 6
4.70
37.
30 6
13.0
5 6
1412
0.50
21.
56 3
3.14
34.
97 6
4.24
36.
32 6
0.98
32.
11 3
4.07
66.
22 6
11.1
4 7
5.23
67.
65 6
12.9
6 7
1416
-0.
73 2
2.16
33.
82 3
3.46
35.
42 3
-1.
35 3
3.01
34.
99 6
9.58
64.
39 3
6.70
611
.75
6
1424
--
-1.
60 2
2.10
23.
86 2
--
0.51
22.
89 3
6.91
32.
94 2
5.04
39.
64 3
1612
-0.
80 2
1.91
33.
33 3
3.02
34.
71 3
-1.
25 2
2.65
34.
35 3
8.26
63.
84 3
5.82
310
.13
6
1616
--
0.46
22.
18 2
2.22
23.
79 2
--
1.59
23.
12 3
6.70
32.
98 2
4.84
38.
88 3
1624
--
--
0.37
22.
22 2
--
-0.
10 2
4.06
21.
52 2
3.17
26.
76 2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
600S
137-
(mils
)
5468
40 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
214.
538.
0011
.63
19.1
48.
0011
.63
19.1
45.
319.
0912
.47
21.4
89.
0912
.47
21.4
8
816
2.95
4.53
8.00
11.6
319
.14
8.00
11.6
319
.14
5.31
9.09
12.4
721
.48
9.09
12.4
721
.48
824
2.33
3.92
7.29
11.1
319
.14
8.00
11.6
319
.14
4.93
8.21
12.4
721
.48
9.09
12.4
721
.48
912
2.95
4.49
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.91
12.3
021
.03
8.91
12.3
021
.03
916
2.55
4.15
7.73
11.3
518
.60
7.88
11.3
518
.60
5.14
8.64
12.3
021
.03
8.91
12.3
021
.03
924
1.80
63.
31 7
6.53
10.3
018
.27
7.65
11.3
518
.27
4.29
7.47
11.9
521
.03
8.91
12.3
021
.03
1012
2.60
4.19
7.75
11.0
518
.02
7.75
11.0
518
.02
5.14
8.72
12.1
120
.55
8.72
12.1
120
.55
1016
2.13
63.
667.
1210
.92
18.0
27.
7511
.05
18.0
24.
618.
0912
.11
20.5
58.
7212
.11
20.5
5
1024
1.08
62.
66 6
5.68
79.
3017
.05
6.80
710
.78
17.0
53.
59 7
6.65
10.9
520
.54
8.16
12.1
120
.55
1212
1.84
63.
29 6
6.35
9.64
16.7
47.
1510
.41
16.7
44.
17 7
7.46
11.4
219
.55
8.28
11.6
819
.55
1216
1.23
32.
59 6
5.39
68.
52 7
15.3
36.
39 6
9.90
715
.33
3.46
66.
48 7
10.2
819
.01
7.60
711
.41
19.5
5
1224
-1.
06 3
3.67
66.
51 6
12.7
4 7
4.99
68.
34 6
12.7
4 7
2.15
34.
69 6
8.22
616
.31
6.20
69.
74 6
18.8
1
1412
1.09
32.
35 6
4.76
67.
48 6
13.2
35.
71 6
8.80
613
.23
3.13
65.
74 6
9.23
716
.61
6.82
610
.34
718
.08
1416
-1.
53 3
3.67
36.
20 6
11.6
1 6
4.81
37.
78 6
11.6
1 6
2.29
34.
60 6
7.88
614
.88
75.
91 6
9.22
617
.06
7
1424
--
1.41
24.
00 3
8.81
63.
23 2
6.00
38.
81 6
0.09
22.
48 3
5.54
311
.89
64.
29 3
7.25
314
.66
6
1612
0.01
21.
43 3
3.27
35.
47 6
10.0
3 6
4.27
36.
86 6
10.0
3 6
2.13
34.
09 6
6.99
612
.91
75.
24 6
8.18
614
.83
7
1616
--
2.15
24.
16 3
8.39
63.
32 2
5.78
38.
39 6
1.15
22.
90 3
5.58
311
.12
64.
26 3
6.98
313
.37
6
1624
--
-1.
74 2
5.60
31.
70 2
3.95
25.
60 3
--
3.18
28.
11 3
2.59
24.
92 2
10.8
9 3
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
600S
200-
(mils
)
5468
40 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
0510
.22
13.9
123
.87
10.2
213
.91
23.8
7
816
6.05
10.2
213
.91
23.8
710
.22
13.9
123
.87
824
5.88
9.52
13.6
023
.87
10.2
213
.91
23.8
7
912
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
916
5.98
9.95
13.6
523
.32
10.0
313
.65
23.3
2
924
5.21
8.79
12.8
223
.32
10.0
313
.65
23.3
2
1012
5.90
9.83
13.3
622
.73
9.83
13.3
622
.73
1016
5.53
9.41
13.3
622
.73
9.83
13.3
622
.73
1024
4.48
77.
9711
.94
22.7
39.
5713
.36
22.7
3
1212
5.04
8.86
12.7
121
.46
9.38
12.7
121
.46
1216
4.30
77.
8411
.62
21.4
68.
9612
.71
21.4
6
1224
2.93
65.
98 6
9.49
719
.16
7.50
611
.34
719
.16
1412
3.91
67.
01 7
10.4
019
.45
8.10
711
.74
19.4
5
1416
3.02
65.
81 6
9.01
617
.67
7.14
610
.64
617
.67
1424
1.11
33.
70 3
6.58
614
.58
65.
42 3
8.68
614
.58
6
1612
2.81
35.
24 6
8.04
615
.68
6.45
69.
51 6
15.6
8
1616
1.83
33.
96 3
6.56
613
.78
65.
39 3
8.30
613
.78
6
1624
-1.
12 2
4.02
310
.54
63.
55 2
6.21
310
.54
6
40 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
600S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
874.
207.
6510
.60
7.65
10.6
03.
284.
808.
7112
.01
19.2
08.
7112
.01
19.2
0
816
2.82
4.20
7.35
10.5
37.
6510
.60
3.28
4.80
8.39
11.8
519
.20
8.71
12.0
119
.20
824
2.33
4.15
6.69
9.79
7.65
10.6
02.
854.
807.
7311
.12
19.2
08.
7112
.01
19.2
0
912
2.83
4.15
7.42
10.4
27.
5510
.42
3.25
4.74
8.46
11.8
118
.87
8.61
11.8
118
.87
916
2.52
4.15
7.00
10.1
37.
5510
.42
3.04
4.74
8.04
11.4
618
.87
8.61
11.8
118
.87
924
1.89
3.71
6.16
9.20
7.55
10.4
22.
424.
467.
2010
.54
18.5
68.
6111
.81
18.8
7
1012
2.57
4.10
7.12
10.2
17.
4510
.21
3.08
4.68
8.16
11.5
818
.52
8.50
11.5
818
.52
1016
2.19
3.95
6.60
9.69
7.45
10.2
12.
704.
687.
6411
.03
18.5
28.
5011
.58
18.5
2
1024
1.33
73.
235.
578.
547.
4510
.21
1.88
73.
966.
619.
8917
.79
8.50
11.5
818
.52
1212
1.98
3.66
6.44
9.51
7.18
9.76
2.50
4.38
7.48
10.8
517
.72
8.22
11.0
817
.72
1216
1.45
63.
16 7
5.69
8.68
7.18
9.76
1.97
73.
866.
7410
.03
17.7
28.
2211
.08
17.7
2
1224
0.04
62.
20 6
4.20
67.
026.
20 6
9.26
0.59
62.
86 6
5.25
78.
3916
.01
7.46
710
.93
17.7
2
1412
1.36
62.
94 6
5.63
8.45
6.68
9.25
1.84
63.
61 7
6.67
9.96
16.8
37.
8010
.51
16.8
3
1416
0.43
32.
31 6
4.61
67.
36 7
5.99
68.
86 7
0.98
62.
94 6
5.66
78.
8415
.98
7.18
710
.45
16.8
3
1424
-0.
81 3
2.58
65.
21 6
4.70
67.
40 6
-1.
60 3
3.64
66.
61 6
13.3
6 7
5.83
68.
93 6
16.0
4 7
1612
0.51
32.
20 6
4.38
66.
77 7
5.52
68.
17 7
1.06
32.
80 6
5.43
68.
18 7
14.6
86.
64 6
9.65
715
.86
1616
-1.
46 3
3.31
65.
52 6
4.72
67.
24 6
-2.
02 3
4.30
66.
88 6
13.0
1 7
5.78
68.
68 6
15.3
2 7
1624
--
0.70
33.
14 3
3.26
35.
57 3
--
1.78
34.
56 3
10.0
5 6
4.24
36.
93 3
13.0
7 6
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
800S
137-
(mils
)
5468
40 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
374.
768.
5112
.62
21.2
28.
5112
.62
21.2
25.
589.
6913
.29
23.4
69.
6913
.29
23.4
6
816
3.37
4.76
8.51
12.6
221
.22
8.51
12.6
221
.22
5.58
9.69
13.2
923
.46
9.69
13.2
923
.46
824
2.97
4.76
8.34
12.4
021
.18
8.51
12.6
221
.18
5.58
9.23
13.2
923
.46
9.69
13.2
923
.46
912
3.34
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
916
3.16
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.53
13.1
823
.16
9.58
13.1
823
.16
924
2.54
4.43
7.82
11.8
320
.52
8.44
12.4
420
.52
5.46
8.72
13.1
823
.16
9.58
13.1
823
.16
1012
3.21
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.46
13.0
622
.83
9.46
13.0
622
.83
1016
2.82
4.70
8.26
12.2
420
.50
8.35
12.2
420
.50
5.49
9.15
13.0
622
.83
9.46
13.0
622
.83
1024
2.00
3.95
7.25
11.2
019
.78
8.35
12.2
419
.78
4.95
8.16
12.8
022
.83
9.46
13.0
622
.83
1212
2.60
4.45
8.10
11.7
919
.64
8.16
11.7
919
.64
5.38
8.99
12.7
822
.11
9.18
12.7
822
.11
1216
2.07
73.
917.
3711
.33
19.6
48.
1611
.79
19.6
44.
878.
2712
.78
22.1
19.
1812
.78
22.1
1
1224
0.71
62.
87 6
5.91
9.72
18.0
67.
3711
.79
18.0
63.
82 7
6.85
11.3
621
.35
8.73
12.7
822
.11
1412
1.93
63.
727.
3111
.21
18.6
87.
9411
.30
18.6
84.
648.
2212
.46
21.3
38.
8612
.46
21.3
3
1416
1.10
63.
02 6
6.32
710
.09
18.4
27.
29 7
11.3
018
.42
3.92
77.
2411
.77
21.3
38.
5512
.46
21.3
3
1424
-1.
43 6
4.34
67.
98 6
15.7
65.
88 6
9.93
615
.76
2.55
65.
30 6
9.66
719
.35
7.13
611
.30
721
.33
1612
1.18
62.
94 6
6.04
79.
4216
.97
6.93
710
.75
16.9
73.
78 6
7.10
711
.19
20.5
38.
08 7
12.1
020
.53
1616
-2.
09 6
4.92
68.
10 6
15.2
66.
01 6
9.74
615
.26
2.92
65.
94 6
9.84
718
.93
7.16
611
.24
720
.53
1624
--
2.52
35.
74 6
12.2
0 6
4.35
37.
91 6
12.2
0 6
0.84
33.
51 3
7.40
615
.73
75.
47 3
9.27
618
.71
7
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
800S
200-
(mils
)
5468
40 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
3410
.83
14.8
725
.72
10.8
314
.87
25.7
2
816
6.34
10.8
314
.87
25.7
210
.83
14.8
725
.72
824
6.34
10.5
214
.79
25.7
210
.83
14.8
725
.72
912
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
916
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
924
6.29
10.0
114
.25
25.5
010
.72
14.7
125
.50
1012
6.24
10.5
914
.53
25.2
510
.59
14.5
325
.25
1016
6.24
10.4
414
.53
25.2
510
.59
14.5
325
.25
1024
5.89
9.45
13.6
425
.25
10.5
914
.53
25.2
5
1212
6.12
10.2
814
.11
24.3
910
.30
14.1
124
.39
1216
5.80
9.57
13.7
724
.39
10.3
014
.11
24.3
9
1224
4.70
8.14
12.2
324
.16
10.1
314
.11
24.1
6
1412
5.53
9.51
13.6
423
.43
9.97
13.6
423
.43
1416
4.79
8.54
12.6
623
.43
9.92
13.6
423
.43
1424
3.39
66.
60 7
10.5
722
.26
8.44
713
.00
22.2
6
1612
4.61
78.
4612
.50
22.4
19.
4113
.10
22.4
1
1616
3.71
67.
26 7
11.1
221
.71
8.44
712
.77
21.7
1
1624
1.77
34.
81 6
8.59
618
.50
76.
66 6
10.8
2 6
18.5
0 7
40 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
800S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
944.
317.
8710
.99
7.87
10.9
93.
354.
928.
9412
.42
20.0
08.
9412
.42
20.0
0
816
2.94
4.31
7.66
10.9
27.
8710
.99
3.35
4.92
8.69
12.2
320
.00
8.94
12.4
220
.00
824
2.59
4.31
7.12
10.3
27.
8710
.99
3.12
4.92
8.15
11.6
420
.00
8.94
12.4
220
.00
912
2.92
4.27
7.71
10.8
47.
7910
.84
3.32
4.87
8.75
12.2
619
.74
8.86
12.2
619
.74
916
2.76
4.27
7.37
10.6
07.
7910
.84
3.29
4.87
8.41
11.9
219
.74
8.86
12.2
619
.74
924
2.19
4.08
6.70
9.85
7.79
10.8
42.
744.
857.
7311
.17
19.4
98.
8612
.26
19.7
4
1012
2.81
4.23
7.48
10.6
87.
7110
.68
3.30
4.83
8.51
12.0
319
.46
8.76
12.0
819
.46
1016
2.47
4.23
7.06
10.2
57.
7110
.68
2.99
4.83
8.09
11.5
719
.46
8.76
12.0
819
.46
1024
1.70
3.65
6.22
9.31
7.71
10.6
82.
264.
417.
2510
.64
18.8
68.
7612
.08
19.4
6
1212
2.29
4.06
6.92
10.1
07.
5210
.32
2.81
4.72
7.95
11.4
218
.82
8.56
11.6
718
.82
1216
1.81
3.60
6.32
9.42
7.52
10.3
22.
334.
347.
3510
.75
18.8
28.
5611
.67
18.8
2
1224
0.58
62.
71 7
5.11
8.08
7.05
10.3
21.
13 6
3.42
6.14
9.41
17.4
08.
3711
.67
18.8
2
1412
1.72
73.
426.
279.
377.
259.
902.
234.
137.
3010
.69
18.0
98.
2911
.21
18.0
9
1416
0.92
62.
82 7
5.45
8.45
6.93
9.90
1.48
63.
52 7
6.47
9.79
17.8
58.
2211
.21
18.0
9
1424
-1.
50 6
3.80
66.
62 7
5.72
69.
11 7
-2.
31 6
4.83
67.
9715
.69
6.96
610
.75
18.0
9
1612
0.99
62.
73 6
5.51
78.
536.
54 7
9.45
1.54
63.
39 7
6.54
9.86
17.2
97.
7610
.71
17.2
9
1616
-2.
00 6
4.44
67.
33 7
5.76
68.
97 7
0.39
62.
65 6
5.46
68.
6716
.26
6.95
610
.54
17.2
9
1624
-0.
01 3
2.30
34.
93 6
4.31
37.
43 6
-0.
82 3
3.31
66.
30 6
13.4
7 7
5.43
68.
94 6
16.3
2 7
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
925S
137-
(mils
)
5468
40 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
434.
868.
7213
.01
22.0
48.
7213
.01
22.0
45.
699.
9213
.62
24.2
49.
9213
.62
24.2
4
816
3.43
4.86
8.72
13.0
122
.04
8.72
13.0
122
.04
5.69
9.92
13.6
224
.24
9.92
13.6
224
.24
824
3.24
4.86
8.72
12.9
021
.96
8.72
13.0
121
.96
5.69
9.63
13.6
224
.24
9.92
13.6
224
.24
912
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
916
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
924
2.86
4.78
8.33
12.4
421
.41
8.66
12.8
621
.41
5.65
9.21
13.5
324
.00
9.83
13.5
324
.00
1012
3.39
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.74
13.4
323
.74
9.74
13.4
323
.74
1016
3.12
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.56
13.4
323
.74
9.74
13.4
323
.74
1024
2.38
4.36
7.86
11.9
120
.80
8.59
12.7
020
.80
5.41
8.75
13.4
323
.74
9.74
13.4
323
.74
1212
2.93
4.76
8.43
12.3
420
.78
8.43
12.3
420
.78
5.53
9.43
13.2
123
.15
9.52
13.2
123
.15
1216
2.45
4.34
7.96
12.0
220
.78
8.43
12.3
420
.78
5.36
8.84
13.2
123
.15
9.52
13.2
123
.15
1224
1.26
73.
406.
7710
.71
19.3
98.
1812
.34
19.3
94.
407.
6712
.30
22.6
29.
5213
.21
23.1
5
1412
2.33
4.19
7.91
11.9
320
.00
8.26
11.9
320
.00
5.16
8.80
12.9
622
.49
9.26
12.9
622
.49
1416
1.60
73.
557.
1011
.07
19.8
28.
1511
.93
19.8
24.
528.
0012
.66
22.4
99.
2612
.96
22.4
9
1424
-2.
12 6
5.48
79.
2817
.71
6.85
711
.70
17.7
13.
27 7
6.40
10.9
020
.99
8.22
12.9
622
.49
1612
1.67
63.
48 7
7.16
11.1
519
.13
7.87
11.5
019
.13
4.40
8.06
12.6
621
.79
8.97
12.6
621
.79
1616
0.58
62.
69 6
6.11
79.
9718
.53
7.02
711
.50
18.5
33.
60 7
7.02
11.5
921
.78
8.29
12.6
621
.79
1624
-0.
55 3
3.99
67.
63 6
15.7
85.
43 6
9.92
615
.78
1.76
64.
94 6
9.29
719
.11
6.69
611
.27
721
.79
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
925S
200-
(mils
)
5468
40 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
250-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
4511
.06
15.2
426
.42
11.0
615
.24
26.4
2
816
6.45
11.0
615
.24
26.4
211
.06
15.2
426
.42
824
6.45
10.9
115
.24
26.4
211
.06
15.2
426
.42
912
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
916
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
924
6.41
10.5
014
.81
26.2
510
.97
15.1
126
.25
1012
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1016
6.37
10.8
514
.97
26.0
610
.88
14.9
726
.06
1024
6.37
10.0
314
.31
26.0
610
.88
14.9
726
.06
1212
6.28
10.6
514
.64
25.5
410
.65
14.6
425
.54
1216
6.28
10.1
314
.42
25.5
410
.65
14.6
425
.54
1224
5.33
8.95
13.1
525
.39
10.6
514
.64
25.3
9
1412
6.10
10.0
814
.26
24.7
610
.38
14.2
624
.76
1416
5.44
9.28
13.5
024
.76
10.3
814
.26
24.7
6
1424
4.15
77.
6811
.78
23.8
09.
6114
.26
23.8
0
1612
5.30
9.35
13.5
723
.90
10.0
913
.84
23.9
0
1616
4.47
78.
3012
.44
23.9
09.
6713
.84
23.9
0
1624
2.74
66.
21 6
10.1
9 7
21.9
78.
00 6
12.9
5 7
21.9
7
40 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
925S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
974.
377.
8611
.17
7.98
11.1
73.
384.
978.
8912
.48
20.3
89.
0512
.61
20.3
8
816
2.92
4.37
7.57
10.8
47.
9811
.17
3.38
4.97
8.59
12.1
520
.38
9.05
12.6
120
.38
824
2.37
4.32
6.97
10.1
77.
9811
.17
2.93
4.97
7.99
11.4
919
.96
9.05
12.6
120
.38
912
2.94
4.33
7.63
10.9
17.
9111
.04
3.36
4.93
8.65
12.2
220
.15
8.97
12.4
620
.15
916
2.62
4.33
7.25
10.4
97.
9111
.04
3.15
4.93
8.27
11.8
020
.15
8.97
12.4
620
.15
924
1.86
3.88
6.49
9.64
7.91
11.0
42.
424.
667.
5110
.96
19.3
38.
9712
.46
20.1
5
1012
2.69
4.29
7.36
10.6
17.
8310
.90
3.22
4.89
8.39
11.9
219
.90
8.89
12.3
119
.90
1016
2.29
4.16
6.89
10.0
97.
8310
.90
2.82
4.89
7.92
11.4
019
.86
8.89
12.3
119
.90
1024
1.30
3.40
5.96
9.05
7.83
10.9
01.
864.
166.
9810
.37
18.6
28.
8912
.31
19.9
0
1212
2.11
3.92
6.75
9.92
7.66
10.5
82.
624.
677.
7711
.24
19.3
38.
7111
.95
19.3
3
1216
1.41
3.38
6.07
9.17
7.66
10.5
81.
984.
137.
0910
.49
18.7
78.
7111
.95
19.3
3
1224
-2.
20 7
4.73
7.67
6.78
10.5
80.
55 6
3.02
5.74
9.00
17.0
08.
1011
.95
19.3
3
1412
1.35
73.
226.
029.
117.
4610
.21
1.92
73.
947.
0410
.43
18.6
98.
5111
.54
18.6
9
1416
0.34
62.
52 7
5.10
8.09
6.79
10.2
10.
94 6
3.22
76.
129.
4117
.49
8.10
11.5
418
.69
1424
-0.
68 6
3.28
66.
05 7
5.36
69.
11 7
-1.
50 6
4.28
67.
38 7
15.0
76.
63 6
10.7
6 7
18.6
9
1612
0.46
62.
46 6
5.18
78.
176.
46 7
9.80
1.02
63.
14 7
6.19
9.50
17.5
97.
7111
.09
17.9
7
1616
-1.
42 6
3.98
66.
84 7
5.55
69.
10 7
-2.
24 6
4.99
68.
17 7
16.0
16.
77 6
10.6
9 7
17.9
7
1624
--
1.60
34.
17 6
3.85
37.
37 6
--
2.59
65.
52 6
12.8
5 7
4.99
68.
90 6
16.6
1 7
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
1000
S13
7-(m
ils)
5468
50 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S16
2-(m
ils)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
464.
908.
8113
.19
22.4
38.
8113
.19
22.4
35.
7410
.03
13.7
724
.62
10.0
313
.77
24.6
2
816
3.46
4.90
8.81
13.1
922
.43
8.81
13.1
922
.43
5.74
10.0
213
.77
24.6
210
.03
13.7
724
.62
824
3.05
4.90
8.58
12.7
521
.87
8.81
13.1
921
.87
5.74
9.42
13.7
724
.62
10.0
313
.77
24.6
2
912
3.44
4.88
8.76
13.0
622
.19
8.76
13.0
622
.19
5.71
9.95
13.6
924
.40
9.95
13.6
924
.40
916
3.28
4.88
8.76
13.0
522
.19
8.76
13.0
622
.19
5.71
9.70
13.6
924
.40
9.95
13.6
924
.40
924
2.54
4.57
8.11
12.2
221
.25
8.76
13.0
621
.25
5.65
8.94
13.6
924
.40
9.95
13.6
924
.40
1012
3.34
4.86
8.70
12.9
221
.92
8.70
12.9
221
.92
5.67
9.81
13.6
124
.17
9.87
13.6
124
.17
1016
2.95
4.86
8.51
12.6
621
.77
8.70
12.9
221
.77
5.67
9.34
13.6
124
.17
9.87
13.6
124
.17
1024
1.98
4.09
7.58
11.6
420
.57
8.70
12.9
220
.57
5.16
8.40
13.2
123
.76
9.87
13.6
124
.17
1212
2.75
4.66
8.36
12.5
021
.31
8.56
12.6
021
.31
5.60
9.19
13.4
123
.64
9.67
13.4
123
.64
1216
2.10
4.10
7.69
11.7
620
.71
8.56
12.6
020
.71
5.14
8.51
13.3
323
.64
9.67
13.4
123
.64
1224
0.68
72.
836.
3510
.28
18.9
87.
8912
.60
18.9
83.
997.
1611
.88
22.2
19.
3813
.41
23.6
4
1412
2.04
3.96
7.63
11.7
020
.62
8.40
12.2
320
.62
4.96
8.46
13.1
923
.05
9.45
13.1
923
.05
1416
1.07
63.
226.
7210
.69
19.4
67.
9412
.23
19.4
64.
217.
5412
.28
22.6
89.
3513
.19
23.0
5
1424
-1.
32 6
4.90
78.
6817
.10
6.45
711
.68
17.1
02.
48 6
5.70
10.3
020
.37
7.86
12.7
223
.05
1612
1.15
63.
18 7
6.80
10.7
819
.56
7.71
11.8
419
.56
4.13
7.61
12.3
622
.41
9.04
12.9
322
.41
1616
-2.
06 6
5.61
79.
4618
.01
6.74
711
.66
18.0
13.
20 6
6.41
11.0
721
.27
8.07
12.8
622
.41
1624
--
3.23
66.
83 6
14.9
34.
90 6
9.84
614
.93
0.64
64.
01 6
8.49
718
.26
6.22
610
.90
722
.33
50 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
1000
S25
0-(m
ils)
50 k
si50
ksi
97
1000
S20
0-(m
ils)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
5011
.17
15.4
226
.76
11.1
715
.42
26.7
6
816
6.50
11.1
715
.42
26.7
611
.17
15.4
226
.76
824
6.50
10.6
915
.10
26.7
611
.17
15.4
226
.76
912
6.47
11.0
915
.30
26.6
111
.09
15.3
026
.61
916
6.47
10.9
715
.30
26.6
111
.09
15.3
026
.61
924
6.47
10.2
114
.60
26.6
111
.09
15.3
026
.61
1012
6.43
11.0
115
.18
26.4
411
.01
15.1
826
.44
1016
6.43
10.6
115
.02
26.4
411
.01
15.1
826
.44
1024
6.13
9.67
14.0
326
.44
11.0
115
.18
26.4
4
1212
6.35
10.4
614
.86
26.0
610
.81
14.8
926
.06
1216
6.10
9.78
14.1
526
.06
10.8
114
.89
26.0
6
1224
4.97
8.42
12.7
324
.98
10.8
114
.89
24.9
8
1412
5.90
9.72
14.0
925
.38
10.5
814
.56
25.3
8
1416
5.14
8.79
13.1
225
.38
10.5
814
.56
25.3
8
1424
3.47
76.
9411
.18
23.1
99.
2614
.56
23.1
9
1612
5.04
8.87
13.2
024
.61
10.3
114
.18
24.6
1
1616
4.08
77.
6611
.93
24.0
69.
4514
.18
24.0
6
1624
1.72
65.
23 6
9.40
721
.12
7.54
612
.63
721
.12
50 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
1000
S30
0-(m
ils)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
120.
93 3
1.84
63.
48 6
5.13
64.
38 6
6.22
61.
34 3
2.43
64.
49 6
6.46
79.
905.
45 6
7.62
711
.61
816
0.11
21.
26 3
2.66
34.
19 6
3.74
35.
50 6
0.73
31.
82 3
3.61
65.
46 6
8.60
74.
76 6
6.85
610
.90
7
824
--
0.98
22.
57 3
2.60
24.
23 3
-0.
29 2
2.08
33.
73 3
6.37
63.
54 3
5.50
39.
30 6
912
0.36
21.
24 3
2.48
33.
85 6
3.42
34.
98 6
0.80
21.
76 3
3.33
64.
98 6
7.75
74.
34 6
6.21
69.
77 7
916
-0.
52 2
1.64
32.
89 3
2.74
34.
22 3
-1.
10 2
2.43
33.
95 3
6.43
63.
61 3
5.39
38.
80 6
924
--
-1.
06 2
1.59
22.
93 2
--
0.28
22.
20 2
4.18
32.
36 2
3.99
27.
14 3
1012
-0.
72 2
1.64
22.
76 3
2.57
23.
89 3
0.03
21.
16 2
2.35
33.
72 3
5.91
63.
36 3
4.94
37.
92 6
1016
--
0.69
21.
82 2
1.90
23.
13 2
-0.
09 2
1.46
22.
70 3
4.62
32.
63 2
4.12
36.
95 3
1024
--
--
0.76
11.
86 2
--
-0.
34 2
2.43
21.
40 2
2.74
25.
31 2
1212
--
0.05
21.
17 2
1.30
22.
21 2
--
0.91
21.
83 2
3.18
31.
85 2
2.96
25.
02 3
1216
--
--
0.68
11.
52 2
--
-0.
89 2
2.00
21.
17 1
2.20
24.
13 2
1224
--
--
--
--
--
--
0.93
12.
63 2
1412
--
--
0.48
11.
09 1
--
-0.
32 2
1.43
20.
85 1
1.61
23.
04 2
1416
--
--
-0.
18 1
--
--
--
0.95
12.
26 2
1424
--
--
--
--
--
--
-0.
95 1
1612
--
--
-0.
21 1
--
--
--
0.76
11.
78 1
1616
--
--
--
--
--
--
-1.
09 1
1624
--
--
--
--
--
--
--
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
50 k
si50
ksi
97
362S
137-
(mils
)
5468
50 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
162-
(mils
)
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
121.
50 6
2.68
65.
18 7
7.73
12.1
35.
89 7
8.77
12.1
33.
52 6
6.22
9.49
15.6
67.
0410
.26
16.1
4
816
0.93
32.
02 6
4.29
66.
71 6
10.7
95.
15 6
7.96
610
.79
2.84
65.
30 6
8.44
714
.23
6.31
69.
42 7
16.1
4
824
-0.
39 3
2.75
34.
93 6
8.45
63.
85 3
6.53
68.
45 6
1.63
33.
68 6
6.57
611
.72
74.
99 6
7.84
614
.67
7
912
0.96
32.
00 3
4.04
66.
22 6
9.72
4.81
67.
35 6
9.72
2.76
64.
97 6
7.87
712
.83
5.89
68.
77 7
14.8
9
916
-1.
28 3
3.10
35.
13 6
8.33
64.
01 3
6.46
68.
33 6
2.01
33.
98 6
6.71
611
.32
75.
08 6
7.79
613
.75
7
924
--
1.33
23.
28 3
5.94
62.
63 2
4.94
35.
94 6
0.10
22.
27 3
4.73
38.
74 6
3.65
36.
08 3
11.7
8 6
1012
0.20
21.
36 3
2.99
34.
82 6
7.62
63.
78 3
5.97
67.
62 6
2.05
33.
78 6
6.28
610
.30
74.
72 6
7.22
612
.39
7
1016
-0.
18 2
2.04
23.
73 3
6.23
62.
96 2
5.07
36.
23 6
1.25
22.
77 3
5.11
38.
79 6
3.88
36.
20 3
11.2
2 6
1024
--
-1.
89 2
3.90
31.
58 2
3.54
23.
90 3
-0.
43 2
3.11
26.
24 3
2.45
24.
46 2
9.25
3
1212
--
1.39
22.
60 2
4.40
32.
15 2
3.68
24.
40 3
0.84
22.
04 2
3.75
36.
34 6
3.00
24.
66 3
8.29
6
1216
--
-1.
59 2
3.13
21.
36 2
2.84
23.
13 2
-0.
94 2
2.62
24.
94 3
2.15
23.
67 2
7.20
3
1224
--
--
0.05
2-
1.42
10.
05 2
--
-2.
60 2
0.06
12.
00 2
5.37
2
1412
--
-1.
15 2
2.29
21.
00 1
2.11
22.
29 2
-0.
46 2
1.94
23.
67 2
1.64
22.
75 2
5.40
2
1416
--
--
1.18
2-
1.36
11.
18 2
--
0.55
22.
44 2
0.85
11.
86 2
4.44
2
1424
--
--
--
--
--
--
--
2.81
1
1612
--
--
0.97
2-
1.08
10.
97 2
--
0.77
11.
94 2
0.70
11.
48 1
3.45
2
1616
--
--
--
0.03
1-
--
-0.
33 1
-0.
41 1
2.61
1
1624
--
--
--
--
--
--
--
1.18
1
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
50 k
si50
ksi
97
362S
200-
(mils
)
5468
50 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
362S
250-
(mils
)
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
124.
34 7
7.53
10.7
417
.96
8.37
11.1
817
.96
816
3.62
66.
57 7
9.65
16.9
47.
59 7
10.8
916
.94
824
2.33
34.
85 6
7.71
614
.41
6.20
69.
34 6
14.4
1
912
3.50
66.
17 7
8.99
15.5
57.
12 7
10.1
415
.55
916
2.70
65.
11 6
7.79
613
.98
6.24
69.
16 6
13.9
8
924
1.13
33.
28 3
5.70
611
.27
64.
71 3
7.45
611
.27
6
1012
2.70
34.
89 6
7.29
612
.92
5.89
68.
50 6
12.9
2
1016
1.84
33.
79 3
6.05
611
.30
64.
97 3
7.47
611
.30
6
1024
-1.
92 2
3.92
38.
55 6
3.38
25.
70 3
8.55
6
1212
1.32
22.
78 3
4.63
38.
28 6
3.78
35.
87 3
8.28
6
1216
-1.
70 2
3.38
26.
76 3
2.85
24.
81 2
6.76
3
1224
--
0.56
24.
22 2
1.30
23.
03 2
4.22
2
1412
-1.
29 2
2.57
25.
06 3
2.22
23.
70 2
5.06
3
1416
--
1.42
23.
71 2
1.35
22.
73 2
3.71
2
1424
--
-0.
80 2
-0.
69 1
0.80
2
1612
--
1.16
22.
93 2
1.12
12.
15 2
2.93
2
1616
--
-1.
74 2
-1.
30 1
1.74
2
1624
--
--
--
-
50 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
362S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
121.
24 6
2.26
64.
28 6
6.23
5.18
67.
321.
69 6
2.91
65.
40 7
7.70
12.3
56.
35 7
8.76
13.0
7
816
0.65
31.
69 3
3.44
65.
27 6
4.54
66.
60 6
1.14
32.
30 6
4.51
66.
69 7
11.0
75.
67 6
8.09
713
.07
824
-0.
22 2
1.90
33.
59 6
3.39
35.
31 6
-1.
21 3
2.94
34.
91 6
8.82
64.
45 3
6.73
611
.45
6
912
0.77
31.
66 3
3.23
64.
89 6
4.21
66.
08 6
1.15
32.
24 6
4.21
66.
19 6
10.1
15.
25 6
7.45
611
.94
916
-1.
03 3
2.35
33.
88 6
3.51
35.
29 6
0.22
21.
57 3
3.26
35.
11 6
8.74
74.
50 3
6.61
610
.92
7
924
--
0.19
22.
14 3
2.29
23.
92 3
--
1.44
23.
25 3
6.39
63.
20 2
5.15
39.
14 6
1012
0.04
21.
11 3
2.32
33.
70 6
3.31
34.
92 6
0.62
21.
62 3
3.15
34.
83 6
8.07
64.
22 3
6.13
69.
96 6
1016
-0.
04 2
1.42
22.
68 3
2.59
24.
11 3
-0.
91 2
2.19
33.
73 3
6.68
63.
45 3
5.26
38.
90 6
1024
--
-0.
22 2
1.37
22.
72 2
--
-1.
86 2
4.34
32.
12 2
3.77
27.
09 3
1212
--
0.91
21.
85 2
1.87
23.
03 2
-0.
49 2
1.49
22.
66 3
4.84
32.
53 2
3.93
36.
65 3
1216
--
-0.
48 2
1.18
22.
24 2
--
-1.
61 2
3.53
31.
78 2
3.08
25.
63 3
1224
--
--
-0.
92 1
--
--
0.61
2-
1.65
23.
92 2
1412
--
-0.
27 2
0.88
11.
70 2
--
-1.
19 2
2.64
21.
35 2
2.36
24.
27 2
1416
--
--
-0.
98 1
--
--
1.47
20.
66 1
1.58
13.
35 2
1424
--
--
--
--
--
--
-1.
81 1
1612
--
--
-0.
80 1
--
--
1.20
20.
56 1
1.27
12.
64 2
1616
--
--
--
--
--
--
0.28
11.
83 1
1624
--
--
--
--
--
--
--
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
400S
137-
(mils
)
5468
50 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
121.
84 6
3.13
75.
998.
9614
.76
6.68
9.58
14.7
64.
037.
1310
.70
17.5
87.
7910
.79
17.5
8
816
1.29
62.
50 6
5.13
67.
96 7
13.4
55.
98 6
9.18
713
.45
3.38
66.
24 7
9.69
17.0
37.
22 7
10.6
417
.58
824
-1.
27 3
3.60
66.
17 6
11.1
2 7
4.71
67.
78 6
11.1
2 7
2.20
64.
64 6
7.87
614
.60
5.95
69.
13 6
17.1
4
912
1.31
32.
48 6
4.91
67.
46 7
12.3
05.
70 6
8.59
712
.30
3.31
65.
93 7
9.23
15.7
86.
84 7
10.1
316
.66
916
0.52
31.
77 3
3.96
66.
35 6
10.8
8 7
4.90
67.
71 6
10.8
8 7
2.57
64.
93 6
8.07
714
.26
6.04
69.
16 7
16.4
3
924
--
2.29
34.
42 3
8.40
63.
49 3
6.16
38.
40 6
1.05
33.
18 3
6.04
611
.60
64.
61 3
7.44
614
.39
6
1012
0.81
31.
84 3
3.84
66.
05 6
10.0
2 7
4.67
67.
26 6
10.0
2 7
2.60
64.
77 6
7.68
613
.11
5.76
68.
66 6
15.0
4
1016
-1.
04 3
2.84
34.
89 6
8.56
63.
82 3
6.32
68.
56 6
1.79
33.
71 3
6.44
611
.53
74.
89 3
7.60
613
.80
7
1024
--
0.52
22.
91 3
6.07
32.
36 2
4.69
36.
07 3
-1.
74 2
4.32
38.
82 6
3.37
25.
78 3
11.6
6 6
1212
-0.
58 2
2.05
23.
60 3
6.31
62.
89 2
4.80
36.
31 6
1.32
22.
78 3
4.92
38.
64 6
3.82
35.
93 3
10.5
4 6
1216
--
0.97
22.
47 2
4.91
32.
03 2
3.86
24.
91 3
-1.
70 2
3.67
37.
11 3
2.90
24.
84 3
9.31
3
1224
--
--
2.56
2-
2.28
22.
56 2
--
1.38
24.
53 2
1.36
23.
01 2
7.24
2
1412
--
0.78
21.
86 2
3.72
31.
57 2
2.97
23.
72 3
-1.
33 2
2.85
25.
43 3
2.34
23.
80 2
7.17
3
1416
--
-0.
33 2
2.45
20.
76 1
2.10
22.
45 2
--
1.69
24.
04 2
1.45
22.
78 2
6.05
2
1424
--
--
--
--
--
-1.
70 2
-0.
55 1
4.16
2
1612
--
-0.
39 1
1.97
20.
65 1
1.70
11.
97 2
--
1.40
23.
22 2
1.21
12.
25 2
4.77
2
1616
--
--
0.28
2-
0.92
10.
28 2
--
-1.
98 2
-1.
33 1
3.77
2
1624
--
--
--
--
--
--
--
2.09
1
50 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
400S
250-
(mils
)
50 k
si50
ksi
97
400S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
124.
908.
5111
.84
19.5
08.
8711
.84
19.5
0
816
4.22
77.
5911
.05
19.5
08.
5811
.84
19.5
0
824
2.98
65.
92 6
9.16
717
.47
7.24
610
.76
717
.47
912
4.11
77.
2310
.45
18.5
38.
1511
.35
18.5
3
916
3.33
66.
18 6
9.25
716
.99
7.30
610
.62
716
.99
924
1.93
34.
32 6
7.13
614
.29
75.
78 6
8.92
614
.29
7
1012
3.32
65.
95 6
8.63
715
.85
6.97
69.
84 7
15.8
5
1016
2.46
34.
82 6
7.36
614
.19
76.
04 6
8.81
614
.19
7
1024
0.34
22.
86 3
5.17
311
.35
64.
41 3
7.01
311
.35
6
1212
1.88
33.
70 3
5.91
610
.97
64.
78 3
7.24
610
.97
6
1216
0.79
22.
53 2
4.55
39.
30 6
3.79
26.
10 3
9.30
6
1224
--
2.27
26.
51 3
2.11
24.
18 2
6.51
3
1412
0.40
21.
99 2
3.64
37.
16 3
3.03
24.
93 3
7.16
3
1416
-0.
29 2
2.34
25.
64 3
2.07
23.
83 2
5.64
3
1424
--
-3.
09 2
-1.
98 2
3.09
2
1612
-0.
40 2
1.93
24.
49 2
1.76
23.
11 2
4.49
2
1616
--
0.01
23.
13 2
0.86
12.
11 2
3.13
2
1624
--
--
--
-
50 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
400S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
183.
566.
389.
246.
899.
242.
684.
307.
4510
.57
16.4
37.
9310
.57
16.4
3
816
1.76
63.
095.
698.
526.
899.
242.
25 7
3.82
6.77
9.90
16.4
37.
9310
.57
16.4
3
824
0.78
62.
21 6
4.29
76.
976.
03 7
8.84
1.32
62.
91 6
5.39
78.
4015
.42
7.33
710
.57
16.4
3
912
1.78
63.
06 7
5.83
8.49
6.65
8.91
2.28
73.
776.
9110
.06
15.8
67.
6810
.21
15.8
6
916
1.28
62.
51 6
4.94
77.
536.
14 7
8.85
1.75
63.
19 7
6.04
9.10
15.7
37.
4110
.21
15.8
6
924
-1.
41 3
3.18
65.
74 6
4.98
67.
56 6
0.35
32.
11 6
4.30
67.
20 7
13.4
86.
21 6
9.20
715
.78
1012
1.37
62.
55 6
4.94
77.
325.
95 7
8.54
1.83
63.
21 6
6.13
8.88
15.1
27.
189.
8215
.26
1016
0.64
31.
91 6
3.99
66.
23 6
5.24
67.
73 6
1.18
32.
55 6
5.13
67.
75 7
13.7
16.
43 6
9.32
715
.26
1024
-0.
21 3
1.93
34.
28 6
3.94
36.
27 6
-1.
14 3
3.07
65.
70 6
11.1
8 7
5.06
67.
79 6
13.7
7 7
1212
0.27
21.
52 3
3.17
65.
05 6
4.34
66.
48 6
0.89
32.
09 3
4.15
66.
37 6
11.4
25.
38 6
7.88
613
.33
1216
-0.
51 2
2.12
33.
82 3
3.51
35.
53 3
-1.
30 3
3.02
35.
07 6
9.78
64.
50 3
6.88
612
.06
6
1224
--
-1.
18 2
2.05
23.
87 2
--
0.22
22.
76 3
6.95
62.
95 2
5.12
39.
84 6
1412
-0.
27 2
1.71
23.
13 3
2.92
24.
62 3
-1.
08 2
2.48
34.
19 3
8.11
63.
76 3
5.78
310
.12
6
1416
--
-1.
89 2
2.05
23.
63 2
--
1.10
22.
86 3
6.44
32.
84 2
4.72
38.
78 3
1424
--
--
-1.
94 2
--
--
3.60
21.
25 2
2.91
26.
50 2
1612
--
0.07
21.
66 2
1.78
23.
10 2
--
1.19
22.
48 2
5.47
32.
45 2
4.03
27.
42 3
1616
--
--
0.94
12.
14 2
--
-0.
65 2
3.85
21.
54 2
2.99
26.
11 2
1624
--
--
--
--
--
--
1.24
13.
92 2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
550S
137-
(mils
)
5468
50 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
834.
407.
8111
.26
18.3
77.
8111
.26
18.3
75.
208.
8612
.17
20.7
68.
8612
.17
20.7
6
816
2.40
3.93
7.43
11.2
418
.37
7.81
11.2
618
.37
4.93
8.35
12.1
720
.76
8.86
12.1
720
.76
824
1.52
63.
01 7
6.10
9.78
17.5
17.
3111
.26
17.5
14.
007.
0611
.47
20.7
68.
7512
.17
20.7
6
912
2.41
73.
927.
4810
.94
17.7
67.
6710
.94
17.7
64.
898.
4811
.97
20.2
58.
6611
.97
20.2
5
916
1.90
63.
34 7
6.67
10.3
817
.76
7.50
10.9
417
.76
4.30
7.66
11.9
720
.25
8.66
11.9
720
.25
924
0.62
32.
24 6
5.04
68.
59 7
16.0
36.
31 6
10.2
2 7
16.0
33.
17 6
6.03
710
.25
19.5
67.
68 7
11.5
220
.25
1012
1.97
63.
40 7
6.62
10.1
217
.10
7.40
10.6
117
.10
4.33
7.82
11.7
519
.72
8.44
11.7
519
.72
1016
1.38
62.
72 6
5.67
79.
0016
.18
6.65
710
.37
16.1
83.
63 6
6.84
10.7
119
.72
7.95
11.7
519
.72
1024
-1.
18 3
3.86
66.
97 6
13.5
8 7
5.26
68.
82 6
13.5
8 7
2.32
64.
87 6
8.68
717
.16
6.56
610
.16
719
.59
1212
1.09
32.
31 6
4.83
67.
63 6
13.6
25.
81 6
9.00
613
.62
3.13
65.
85 6
9.41
717
.17
6.96
610
.53
718
.49
1216
-1.
41 3
3.69
36.
30 6
11.9
2 7
4.87
37.
94 6
11.9
2 7
2.25
34.
65 6
8.01
615
.37
6.01
69.
38 6
17.6
3
1224
--
1.12
23.
97 3
8.96
63.
20 2
6.08
38.
96 6
-2.
21 3
5.57
312
.22
64.
32 3
7.33
315
.13
6
1412
-1.
24 3
3.11
35.
36 6
9.96
64.
16 3
6.85
69.
96 6
1.96
33.
99 3
6.89
612
.94
75.
23 3
8.15
615
.00
7
1416
--
1.90
23.
94 3
8.19
63.
14 2
5.69
38.
19 6
0.48
22.
70 3
5.38
311
.04
64.
17 3
6.86
313
.44
6
1424
--
-0.
67 2
5.19
31.
26 2
3.71
25.
19 3
--
2.80
27.
79 3
2.34
24.
66 2
10.7
8 3
1612
--
1.71
23.
40 3
6.96
32.
76 2
4.87
36.
96 3
0.78
22.
42 2
4.71
39.
39 6
3.69
25.
99 3
11.4
2 6
1616
--
-2.
02 2
5.25
31.
74 2
3.73
25.
25 3
-0.
49 2
3.21
27.
52 3
2.60
24.
69 2
9.88
3
1624
--
--
2.37
2-
1.80
22.
37 2
--
-4.
38 2
-2.
49 2
7.28
2
50 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
550S
250-
(mils
)
50 k
si50
ksi
97
550S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
403.
866.
679.
617.
099.
612.
914.
507.
7310
.96
17.1
78.
1410
.96
17.1
7
816
2.02
3.44
6.05
8.96
7.09
9.61
2.51
4.18
7.12
10.3
317
.17
8.14
10.9
617
.17
824
1.18
62.
62 7
4.81
7.59
6.64
9.61
1.72
63.
34 7
5.89
8.99
16.2
77.
9710
.96
17.1
7
912
2.04
73.
416.
179.
106.
939.
322.
544.
147.
2410
.47
16.6
87.
9810
.65
16.6
8
916
1.58
62.
90 7
5.39
8.23
6.79
9.32
2.06
63.
616.
479.
6216
.68
7.98
10.6
516
.68
924
0.32
31.
92 6
3.82
66.
49 7
5.71
68.
53 7
0.91
62.
59 6
4.92
77.
9215
.02
7.00
710
.23
16.6
8
1012
1.65
62.
93 7
5.62
8.31
6.63
9.01
2.14
63.
636.
709.
8716
.14
7.72
10.3
016
.14
1016
1.06
62.
33 6
4.65
67.
265.
96 6
8.70
1.57
63.
00 6
5.74
78.
8215
.53
7.21
710
.30
16.1
4
1024
-0.
97 3
2.71
65.
26 6
4.71
67.
31 6
-1.
81 6
3.82
66.
72 6
13.0
85.
91 6
8.91
615
.58
1212
0.80
31.
94 6
3.93
66.
10 6
5.09
67.
52 6
1.28
32.
56 6
5.01
67.
53 7
13.3
36.
22 6
9.02
714
.95
1216
-1.
18 3
2.87
34.
86 6
4.27
36.
58 6
0.16
31.
78 3
3.87
66.
23 6
11.6
9 7
5.35
68.
04 6
13.9
7 7
1224
--
0.15
22.
42 3
2.81
24.
91 3
--
1.30
33.
93 3
8.81
63.
80 3
6.28
311
.76
6
1412
-1.
02 2
2.39
34.
09 3
3.64
35.
64 3
0.07
21.
53 3
3.26
35.
29 6
9.95
64.
59 3
6.93
612
.04
6
1416
--
0.93
22.
78 3
2.75
24.
61 3
-0.
14 2
2.06
33.
89 3
8.19
63.
64 3
5.83
310
.65
6
1424
--
--
1.10
22.
83 2
--
-0.
60 2
5.17
31.
98 2
3.95
28.
26 3
1612
--
1.08
22.
45 2
2.41
24.
01 2
-0.
23 2
1.84
23.
41 3
7.07
63.
18 2
5.07
39.
18 6
1616
--
-0.
55 2
1.51
22.
97 2
--
-2.
02 2
5.32
32.
21 2
3.96
27.
77 3
1624
--
--
-1.
13 1
--
--
2.17
2-
2.08
25.
38 2
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
600S
137-
(mils
)
5468
50 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
034.
538.
0011
.63
19.1
48.
0011
.63
19.1
45.
319.
0912
.47
21.4
89.
0912
.47
21.4
8
816
2.64
4.25
7.76
11.6
319
.14
8.00
11.6
319
.14
5.27
8.67
12.4
721
.48
9.09
12.4
721
.48
824
1.84
73.
426.
5810
.35
18.3
27.
9111
.63
18.3
24.
437.
5212
.00
21.4
89.
0912
.47
21.4
8
912
2.65
4.26
7.88
11.3
518
.60
7.88
11.3
518
.60
5.24
8.79
12.3
021
.03
8.91
12.3
021
.03
916
2.17
73.
727.
1310
.96
18.6
07.
8811
.35
18.6
04.
718.
0612
.30
21.0
38.
9112
.30
21.0
3
924
1.03
62.
70 6
5.63
79.
3117
.13
7.00
711
.22
17.1
33.
67 7
6.59
11.0
020
.47
8.43
12.3
021
.03
1012
2.24
73.
797.
3011
.05
18.0
27.
7511
.05
18.0
24.
748.
2812
.11
20.5
58.
7212
.11
20.5
5
1016
1.68
63.
15 7
6.41
10.0
918
.02
7.33
11.0
518
.02
4.09
7.37
11.7
320
.55
8.69
12.1
120
.55
1024
0.11
31.
83 6
4.57
68.
15 7
15.5
96.
03 6
9.92
715
.59
2.87
65.
56 6
9.83
19.1
87.
39 6
11.2
320
.55
1212
1.39
62.
76 6
5.62
68.
7915
.68
6.57
610
.11
15.6
83.
63 6
6.72
710
.56
19.3
77.
79 7
11.6
419
.55
1216
0.26
31.
94 3
4.50
67.
48 6
13.9
95.
67 6
9.10
613
.99
2.79
65.
56 6
9.22
717
.62
6.89
610
.55
719
.55
1224
--
2.12
35.
15 6
11.0
0 6
4.04
37.
27 6
11.0
0 6
0.77
33.
17 3
6.82
614
.49
75.
24 3
8.58
617
.38
7
1412
0.17
21.
72 3
3.93
66.
51 6
12.0
0 7
5.02
68.
03 6
12.0
0 7
2.49
34.
87 6
8.21
615
.30
6.13
69.
49 6
17.3
9
1416
-0.
22 2
2.69
35.
05 3
10.1
5 6
3.98
36.
86 3
10.1
5 6
1.44
33.
57 3
6.66
613
.32
65.
07 3
8.20
615
.81
6
1424
--
-2.
28 2
6.98
32.
18 2
4.83
26.
98 3
-0.
33 2
4.00
39.
93 6
3.22
25.
94 3
13.0
7 6
1612
-0.
31 2
2.42
34.
47 3
8.78
63.
54 3
6.04
38.
78 6
1.43
23.
19 3
5.91
611
.55
64.
50 3
7.26
613
.72
6
1616
--
0.55
22.
99 2
6.92
32.
47 2
4.82
26.
92 3
-1.
73 2
4.32
39.
54 6
3.39
25.
90 3
12.0
8 6
1624
--
--
3.79
2-
2.76
23.
79 2
--
0.59
26.
15 3
1.37
23.
58 2
9.28
3
50 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
600S
250-
(mils
)
50 k
si50
ksi
97
600S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
0510
.22
13.9
123
.87
10.2
213
.91
23.8
7
816
6.05
9.98
13.9
123
.87
10.2
213
.91
23.8
7
824
5.37
8.83
12.8
623
.87
10.2
213
.91
23.8
7
912
5.98
10.0
313
.65
23.3
210
.03
13.6
523
.32
916
5.64
9.37
13.4
423
.32
10.0
313
.65
23.3
2
924
4.57
7.91
11.8
823
.32
9.86
13.6
523
.32
1012
5.67
9.58
13.3
622
.73
9.83
13.3
622
.73
1016
5.00
8.69
12.7
122
.73
9.83
13.3
622
.73
1024
3.72
66.
89 7
10.7
922
.09
8.78
713
.04
22.0
9
1212
4.48
78.
0811
.91
21.4
69.
1612
.71
21.4
6
1216
3.60
66.
88 6
10.5
320
.46
8.21
612
.14
20.4
6
1224
1.77
34.
52 6
8.03
617
.32
76.
49 6
10.1
9 6
17.3
2 7
1412
3.24
66.
10 6
9.35
718
.10
7.37
610
.90
718
.10
1416
2.20
34.
72 6
7.75
616
.06
76.
25 6
9.62
616
.06
7
1424
-1.
72 3
4.96
312
.53
64.
27 3
7.37
312
.53
6
1612
2.06
34.
27 3
6.91
614
.23
65.
64 3
8.59
614
.23
6
1616
0.31
22.
81 3
5.23
312
.08
64.
43 3
7.21
312
.08
6
1624
--
1.81
28.
44 3
2.35
24.
84 2
8.44
3
50 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
600S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
874.
207.
4310
.60
7.65
10.6
03.
284.
808.
4711
.94
19.2
08.
7112
.01
19.2
0
816
2.57
4.20
7.02
10.1
67.
6510
.60
3.10
4.80
8.06
11.4
919
.20
8.71
12.0
119
.20
824
1.91
3.80
6.19
9.23
7.65
10.6
02.
474.
567.
2310
.57
18.6
08.
7112
.01
19.2
0
912
2.60
4.15
7.10
10.2
57.
5510
.42
3.12
4.74
8.14
11.5
818
.87
8.61
11.8
118
.87
916
2.21
4.01
6.58
9.67
7.55
10.4
22.
734.
747.
6211
.00
18.8
78.
6111
.81
18.8
7
924
1.29
73.
285.
538.
507.
5510
.42
1.84
4.01
6.57
9.85
17.7
48.
6111
.81
18.8
7
1012
2.28
4.04
6.73
9.84
7.45
10.2
12.
794.
687.
7711
.17
18.5
28.
5011
.58
18.5
2
1016
1.82
3.59
6.08
9.12
7.45
10.2
12.
324.
327.
1310
.46
18.4
68.
5011
.58
18.5
2
1024
0.60
62.
71 7
4.79
7.67
7.00
10.2
11.
15 6
3.42
5.84
9.04
16.7
88.
3211
.58
18.5
2
1212
1.60
63.
285.
888.
897.
189.
762.
10 7
3.98
6.92
10.2
317
.72
8.22
11.0
817
.72
1216
0.74
62.
67 6
4.94
77.
856.
71 7
9.76
1.29
63.
35 7
5.99
9.21
16.9
88.
0011
.08
17.7
2
1224
-1.
27 6
3.08
65.
77 6
5.45
68.
42 6
-2.
05 6
4.13
67.
16 7
14.5
66.
68 6
10.0
7 7
17.7
2
1412
0.67
62.
46 6
4.87
67.
626.
16 6
9.05
1.22
63.
11 6
5.91
79.
1216
.33
7.36
710
.51
16.8
3
1416
-1.
70 3
3.60
66.
33 6
5.33
68.
11 6
0.02
32.
32 6
4.65
67.
73 7
14.6
46.
49 6
9.67
716
.83
1424
--
1.06
33.
52 6
3.80
36.
38 6
-0.
17 3
2.12
34.
94 6
11.5
6 6
4.89
37.
87 6
14.7
0 6
1612
-1.
64 3
3.57
65.
82 6
4.91
67.
47 6
0.10
32.
21 3
4.58
67.
19 6
13.4
15.
99 6
8.92
615
.62
1616
-0.
25 2
2.04
34.
38 6
3.96
36.
38 6
-1.
10 3
3.10
35.
68 6
11.4
7 6
4.99
37.
78 6
14.1
6 6
1624
--
-0.
89 3
2.27
24.
44 3
--
-2.
38 3
8.06
63.
19 2
5.73
311
.55
6
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
800S
137-
(mils
)
5468
50 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
374.
768.
5112
.62
21.2
28.
5112
.62
21.2
25.
589.
6913
.29
23.4
69.
6913
.29
23.4
6
816
3.22
4.76
8.51
12.6
221
.22
8.51
12.6
221
.22
5.58
9.55
13.2
923
.46
9.69
13.2
923
.46
824
2.58
4.50
7.85
11.8
720
.56
8.51
12.6
220
.56
5.55
8.75
13.2
923
.46
9.69
13.2
923
.46
912
3.24
4.74
8.44
12.4
420
.88
8.44
12.4
420
.88
5.54
9.58
13.1
823
.16
9.58
13.1
823
.16
916
2.85
4.73
8.23
12.2
820
.88
8.44
12.4
420
.88
5.54
9.12
13.1
823
.16
9.58
13.1
823
.16
924
1.96
3.97
7.21
11.1
519
.73
8.44
12.4
419
.73
5.00
8.12
12.7
622
.96
9.58
13.1
823
.16
1012
2.92
4.71
8.35
12.2
420
.50
8.35
12.2
420
.50
5.49
9.27
13.0
622
.83
9.46
13.0
622
.83
1016
2.44
4.32
7.75
11.7
520
.43
8.35
12.2
420
.43
5.33
8.65
13.0
622
.83
9.46
13.0
622
.83
1024
1.26
73.
406.
4910
.36
18.8
08.
1412
.24
18.8
04.
397.
4111
.98
22.0
69.
4613
.06
22.8
3
1212
2.20
4.04
7.55
11.5
319
.64
8.16
11.7
919
.64
5.01
8.45
12.7
822
.11
9.18
12.7
822
.11
1216
1.41
63.
39 7
6.64
10.5
318
.99
7.92
11.7
918
.99
4.34
7.56
12.1
522
.11
9.18
12.7
822
.11
1224
-1.
89 6
4.82
68.
5216
.65
6.58
611
.03
16.6
53.
01 6
5.77
710
.19
19.9
97.
93 7
12.2
822
.11
1412
1.34
63.
20 6
6.57
10.3
718
.68
7.47
11.3
018
.68
4.10
77.
4912
.04
21.3
38.
7312
.46
21.3
3
1416
0.12
32.
36 6
5.33
69.
04 7
17.0
66.
57 6
10.6
9 7
17.0
63.
24 6
6.27
710
.72
20.6
27.
82 7
12.0
921
.33
1424
-0.
04 3
2.85
66.
34 6
13.9
1 7
4.89
68.
84 6
13.9
1 7
1.15
33.
84 6
8.06
617
.47
6.12
610
.15
620
.45
1612
0.20
32.
30 6
5.19
68.
42 7
15.6
86.
23 6
9.99
715
.68
3.13
66.
23 6
10.1
7 7
19.3
77.
38 6
11.5
0 7
20.5
3
1616
-0.
94 3
3.81
66.
88 6
13.6
8 7
5.15
68.
80 6
13.6
8 7
2.06
34.
78 6
8.58
617
.28
6.29
610
.23
619
.91
1624
--
0.57
33.
82 3
10.1
4 6
3.21
36.
66 3
10.1
4 6
-1.
61 3
5.62
313
.56
64.
31 3
7.91
317
.02
6
50 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
800S
250-
(mils
)
50 k
si50
ksi
97
800S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
3410
.83
14.8
725
.72
10.8
314
.87
25.7
2
816
6.34
10.8
314
.87
25.7
210
.83
14.8
725
.72
824
6.34
10.0
414
.28
25.7
210
.83
14.8
725
.72
912
6.29
10.7
214
.71
25.5
010
.72
14.7
125
.50
916
6.29
10.4
214
.68
25.5
010
.72
14.7
125
.50
924
5.95
9.41
13.6
025
.50
10.7
214
.71
25.5
0
1012
6.24
10.5
614
.53
25.2
510
.59
14.5
325
.25
1016
6.24
9.95
14.1
725
.25
10.5
914
.53
25.2
5
1024
5.32
8.71
12.8
424
.86
10.5
914
.53
24.8
6
1212
5.94
9.75
13.9
624
.39
10.3
014
.11
24.3
9
1216
5.24
8.86
13.0
024
.39
10.3
014
.11
24.3
9
1224
3.91
77.
0711
.08
22.8
49.
3014
.11
22.8
4
1412
4.97
8.78
12.9
223
.43
9.97
13.6
423
.43
1416
4.08
67.
5711
.61
23.4
39.
1713
.64
23.4
3
1424
2.09
65.
14 6
9.00
720
.46
7.38
611
.86
720
.46
1612
3.93
67.
55 7
11.4
622
.14
8.68
713
.03
22.1
4
1616
2.86
66.
08 6
9.82
720
.06
7.53
611
.77
720
.06
1624
-2.
91 3
6.60
616
.31
65.
43 3
9.47
616
.31
6
50 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
800S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
122.
944.
317.
7310
.99
7.87
10.9
93.
354.
928.
7612
.31
20.0
08.
9412
.42
20.0
0
816
2.80
4.31
7.39
10.6
27.
8710
.99
3.34
4.92
8.42
11.9
420
.00
8.94
12.4
220
.00
824
2.22
4.15
6.72
9.87
7.87
10.9
92.
784.
927.
7511
.20
19.5
28.
9412
.42
20.0
0
912
2.83
4.27
7.46
10.7
07.
7910
.84
3.32
4.87
8.49
12.0
119
.74
8.86
12.2
619
.74
916
2.49
4.27
7.04
10.2
27.
7910
.84
3.01
4.87
8.07
11.5
419
.74
8.86
12.2
619
.74
924
1.67
3.69
6.19
9.28
7.79
10.8
42.
234.
457.
2110
.60
18.8
28.
8612
.26
19.7
4
1012
2.55
4.23
7.16
10.3
67.
7110
.68
3.08
4.83
8.19
11.6
819
.46
8.76
12.0
819
.46
1016
2.13
3.97
6.64
9.78
7.71
10.6
82.
664.
747.
6711
.10
19.4
18.
7612
.08
19.4
6
1024
1.06
73.
185.
598.
617.
7110
.68
1.62
3.92
6.62
9.94
18.0
38.
7612
.08
19.4
6
1212
1.94
3.71
6.47
9.59
7.52
10.3
22.
454.
457.
5010
.92
18.8
28.
5611
.67
18.8
2
1216
1.19
73.
155.
728.
757.
5210
.32
1.75
73.
886.
7410
.08
18.2
08.
5611
.67
18.8
2
1224
-1.
90 6
4.21
77.
076.
36 7
9.99
0.19
62.
71 6
5.23
8.41
16.2
27.
6611
.67
18.8
2
1412
1.13
62.
97 7
5.65
8.68
7.09
9.90
1.69
63.
676.
6810
.01
18.0
98.
2911
.21
18.0
9
1416
0.07
62.
25 6
4.63
77.
536.
32 7
9.74
0.64
62.
92 6
5.65
78.
8816
.77
7.58
711
.21
18.0
9
1424
-0.
24 3
2.57
65.
24 6
4.85
68.
20 6
-1.
09 6
3.59
66.
60 6
14.0
76.
05 6
9.80
617
.75
1612
0.14
32.
18 6
4.71
67.
63 7
5.95
69.
17 7
0.72
62.
83 6
5.73
78.
9716
.63
7.15
710
.71
17.2
9
1616
-1.
07 3
3.37
66.
13 6
5.02
68.
19 6
-1.
88 6
4.39
67.
48 6
14.8
36.
17 6
9.72
617
.29
1624
--
0.69
33.
14 3
3.31
36.
35 3
--
1.70
34.
51 6
11.5
5 6
4.38
37.
82 6
14.9
0 6
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
6897
925S
137-
(mils
)
5468
50 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
162-
(mils
)
50 k
si50
ksi
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
123.
434.
868.
7213
.01
22.0
48.
7213
.01
22.0
45.
699.
9213
.62
24.2
49.
9213
.62
24.2
4
816
3.43
4.86
8.72
13.0
122
.04
8.72
13.0
122
.04
5.69
9.89
13.6
224
.24
9.92
13.6
224
.24
824
2.89
4.84
8.35
12.4
621
.45
8.72
13.0
121
.45
5.69
9.24
13.6
224
.24
9.92
13.6
224
.24
912
3.41
4.84
8.66
12.8
621
.77
8.66
12.8
621
.77
5.65
9.83
13.5
324
.00
9.83
13.5
324
.00
916
3.14
4.84
8.66
12.8
121
.77
8.66
12.8
621
.77
5.65
9.54
13.5
324
.00
9.83
13.5
324
.00
924
2.35
4.37
7.83
11.8
820
.76
8.66
12.8
620
.76
5.44
8.72
13.4
523
.95
9.83
13.5
324
.00
1012
3.20
4.81
8.59
12.7
021
.46
8.59
12.7
021
.46
5.62
9.66
13.4
323
.74
9.74
13.4
323
.74
1016
2.78
4.69
8.27
12.3
721
.34
8.59
12.7
021
.34
5.62
9.15
13.4
323
.74
9.74
13.4
323
.74
1024
1.75
3.86
7.24
11.2
320
.00
8.59
12.7
020
.00
4.91
8.14
12.8
123
.21
9.74
13.4
323
.74
1212
2.57
4.46
8.11
12.1
920
.78
8.43
12.3
420
.78
5.48
8.99
13.2
123
.15
9.52
13.2
123
.15
1216
1.87
3.87
7.36
11.3
720
.16
8.43
12.3
420
.16
4.88
8.26
12.9
523
.15
9.52
13.2
123
.15
1224
0.31
62.
52 7
5.88
9.72
18.2
37.
4612
.34
18.2
33.
676.
7911
.33
21.4
98.
9113
.21
23.1
5
1412
1.81
73.
717.
3011
.30
20.0
08.
2611
.93
20.0
04.
688.
2012
.88
22.4
99.
2612
.96
22.4
9
1416
0.77
62.
93 7
6.29
10.1
818
.77
7.49
11.9
318
.77
3.89
7.20
11.7
822
.01
8.86
12.9
622
.49
1424
-0.
90 6
4.26
67.
93 7
16.1
45.
93 6
10.7
5 7
16.1
42.
04 6
5.20
79.
5819
.46
7.28
712
.01
22.4
9
1612
0.85
62.
88 6
6.37
710
.27
18.8
77.
23 7
11.5
018
.87
3.79
77.
2811
.87
21.7
98.
5012
.66
21.7
9
1616
-1.
69 6
5.05
68.
80 7
17.1
66.
21 6
10.7
2 7
17.1
62.
82 6
5.98
710
.44
20.4
57.
48 7
12.1
121
.79
1624
--
2.40
35.
87 6
13.7
2 7
4.31
38.
76 6
13.7
2 7
0.14
33.
37 6
7.57
617
.11
75.
56 6
10.0
5 6
20.5
8 7
50 p
sf L
ater
al L
oad
5468
97
33 k
si
97
33 k
si
925S
250-
(mils
)
50 k
si50
ksi
97
925S
200-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
9733
4368
3343
5454
68
note
s:1
Def
lect
ion
exce
eds
L/12
0
1. L
ater
al a
nd a
xial
load
mul
tiplie
d by
0.7
5 fo
r st
reng
th d
eter
min
atio
n 2
Def
lect
ion
exce
eds
L/24
0
2. A
llow
able
axi
al lo
ad in
kip
s/st
ud3
Def
lect
ion
exce
eds
L/36
0
3. E
ffec
tive
area
con
side
rs 1
.5"
hole
s in
web
s fo
r ax
ial l
oad
dete
rmin
iatio
n 4
Def
lect
ion
exce
eds
L/48
0
4. A
llow
able
load
s ba
sed
on c
ontin
uous
bra
cing
of e
ach
flang
e fo
r fle
xura
l cal
cula
tion
6 D
efle
ctio
n ex
ceed
s L/
600
5. A
llow
able
load
s ar
e ba
sed
on m
embe
rs w
ith r
estr
aine
d en
ds in
bra
ced
fram
es, C
m=0
.85
7 D
efle
ctio
n ex
ceed
s L/
720
Wal
lS
paci
ng
Hei
ght
(in.)
(ft.
)o.
c.8
126.
4511
.06
15.2
426
.42
11.0
615
.24
26.4
2
816
6.45
11.0
615
.24
26.4
211
.06
15.2
426
.42
824
6.45
10.5
214
.84
26.4
211
.06
15.2
426
.42
912
6.41
10.9
715
.11
26.2
510
.97
15.1
126
.25
916
6.41
10.8
315
.11
26.2
510
.97
15.1
126
.25
924
6.41
10.0
014
.28
26.2
510
.97
15.1
126
.25
1012
6.37
10.8
814
.97
26.0
610
.88
14.9
726
.06
1016
6.37
10.4
414
.75
26.0
610
.88
14.9
726
.06
1024
5.86
9.42
13.6
525
.97
10.8
814
.97
25.9
7
1212
6.28
10.2
814
.57
25.5
410
.65
14.6
425
.54
1216
5.82
9.54
13.7
825
.54
10.6
514
.64
25.5
4
1224
4.62
8.07
12.2
024
.29
10.3
314
.64
24.2
9
1412
5.60
9.48
13.7
224
.76
10.3
814
.26
24.7
6
1416
4.79
8.48
12.6
424
.76
10.2
714
.26
24.7
6
1424
3.02
66.
48 7
10.4
822
.31
8.64
713
.82
22.3
1
1612
4.67
8.56
12.7
323
.90
9.88
13.8
423
.90
1616
3.66
67.
26 7
11.3
223
.27
8.82
713
.78
23.2
7
1624
1.13
64.
64 6
8.50
620
.02
6.83
611
.74
620
.02
50 p
sf L
ater
al L
oad
97
33 k
si50
ksi
97
925S
300-
(mils
)
5468
CO
MB
INE
D A
XIA
L A
ND
LA
TE
RA
L LO
AD
TA
BLE
S
3343
6854
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
15 psf Dead Load and 100 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
600S137-33 33 7-7 e 6-7 e 5-4 e 7-7 a 6-5 a 4-3 a 7-7 e 6-7 e 5-4 e 7-7 a 6-5 a 4-3 a
600S162-33 33 8-0 e 7-0 e 5-4 e 8-0 a 6-5 a 4-3 a 8-0 e 7-0 e 5-4 e 8-0 a 6-5 a 4-3 a
600S200-33 33 8-2 e 7-1 e 5-4 e 8-2 a 6-5 a 4-3 a 8-2 e 7-1 e 5-4 e 8-2 a 6-5 a 4-3 a
600S137-43 33 8-9 e 7-7 e 6-2 e 8-9 i 7-7 a 6-2 a 8-8 e 7-7 e 6-2 e 8-9 i 7-7 a 6-2 a
600S162-43 33 9-4 e 8-1 e 6-7 e 9-4 i 8-1 a 6-7 a 9-1 e 8-1 e 6-7 e 9-4 i 8-1 a 6-7 a
600S200-43 33 9-5 e 8-1 e 6-8 e 9-5 i 8-1 a 6-8 a 9-5 e 8-1 e 6-8 e 9-5 i 8-1 a 6-8 a
600S250-43 33 10-2 e 8-10 e 7-2 e 10-2 a 8-10 a 7-2 a 10-0 e 8-10 e 7-2 e 10-2 a 8-10 a 7-2 a
600S300-43 33 10-9 e 9-4 e 7-7 e 10-9 a 9-4 a 7-7 a 10-5 e 9-4 e 7-7 e 10-9 a 9-4 a 7-7 a
600S137-54 33 9-9 8-5 6-11 e 9-9 i 8-5 i 6-11 i 9-4 8-5 6-11 e 9-9 i 8-5 i 6-11 i
600S137-54 50 10-3 9-4 8-2 e 11-6 i 10-3 i 8-4 i 9-4 8-6 7-5 10-6 i 9-6 i 8-4 i
600S162-54 33 10-5 9-0 e 7-4 e 10-5 i 9-0 i 7-4 i 9-9 8-10 e 7-4 e 10-5 i 9-0 i 7-4 i
600S162-54 50 10-9 9-9 8-6 e 12-1 i 10-11 i 8-11 i 9-9 8-10 7-9 e 10-11 i 9-11 i 8-8 i
600S200-54 33 10-10 9-5 e 7-8 e 10-10 i 9-5 i 7-8 i 10-2 9-3 e 7-8 e 10-10 i 9-5 i 7-8 i
600S200-54 50 11-2 10-2 8-10 e 12-7 i 10-11 i 8-11 i 10-2 9-3 8-1 e 11-5 i 10-4 i 8-11 i
600S250-54 33 11-6 9-11 e 8-1 e 11-6 i 9-11 i 8-1 a 10-9 9-9 e 8-1 e 11-6 i 9-11 i 8-1 a
600S250-54 50 11-9 10-8 9-4 e 13-2 i 11-9 i 9-7 i 10-8 9-8 8-6 e 12-0 i 10-11 i 9-6 i
600S300-54 33 12-2 e 10-6 e 8-7 e 12-2 i 10-6 i 8-7 a 11-3 10-3 e 8-7 e 12-2 i 10-6 i 8-7 a
600S300-54 50 12-3 11-1 9-8 e 13-9 i 12-5 i 10-1 a 11-1 10-1 8-10 e 12-6 i 11-4 i 9-11 i
600S137-68 33 10-10 9-5 7-8 10-10 9-5 i 7-8 i 10-0 9-1 7-8 10-10 9-5 i 7-8 i
600S137-68 50 11-0 10-0 8-9 12-5 11-3 9-5 i 10-0 9-1 7-11 11-3 10-3 8-11 i
600S162-68 33 11-6 10-0 8-2 11-7 10-0 i 8-2 i 10-6 9-6 8-2 11-7 10-0 i 8-2 i
600S162-68 50 11-6 10-6 9-2 12-11 11-9 10-1 i 10-6 9-6 8-4 11-9 10-8 9-4 i
600S200-68 33 12-0 10-8 8-8 12-4 i 10-8 i 8-8 i 10-11 9-11 8-8 12-3 i 10-8 i 8-8 i
600S200-68 50 12-0 10-11 9-6 13-6 12-3 i 10-5 i 10-11 9-11 8-8 12-3 11-2 9-9 i
600S250-68 33 12-8 11-5 9-4 13-2 i 11-5 i 9-4 i 11-7 10-6 9-2 13-0 i 11-5 i 9-4 i
600S250-68 50 12-8 11-7 10-1 14-3 13-0 i 10-9 i 11-7 10-6 9-2 13-0 11-9 10-3 i
600S300-68 33 13-4 11-10 9-8 e 13-8 i 11-10 i 9-8 i 12-1 11-0 9-7 e 13-7 i 11-10 i 9-8 i
600S300-68 50 13-3 12-1 10-6 14-11 13-7 i 11-6 i 12-1 10-11 9-7 13-7 12-4 i 10-9 i
600S162-97 33 12-10 11-8 9-7 13-7 11-10 9-7 11-8 10-7 9-3 13-1 11-10 9-7
600S162-97 50 12-10 11-8 10-2 14-5 13-1 11-5 11-8 10-7 9-3 13-1 11-11 10-5
600S200-97 33 13-5 12-2 10-3 14-6 12-7 10-3 12-2 11-1 9-8 13-8 12-5 10-3
600S200-97 50 13-5 12-2 10-8 15-1 13-8 11-11 12-2 11-1 9-8 13-8 12-5 10-10
600S250-97 33 14-2 12-11 11-2 15-10 13-8 11-2 12-11 11-8 10-3 14-6 13-2 11-2
600S250-97 50 14-2 12-11 11-3 15-11 14-6 12-8 12-11 11-8 10-3 14-6 13-2 11-6
600S300-97 33 14-11 13-6 11-10 16-9 14-8 11-11 13-6 12-3 10-9 15-2 13-10 11-11
600S300-97 50 14-11 13-6 11-10 16-9 15-2 13-3 13-6 12-3 10-9 15-2 13-10 12-1
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
15 psf Dead Load and 100 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
800S137-33 33 7-11 e 5-11 e 3-11 e 6-4 a 4-9 a 3-2 a 7-11 e 5-11 e 3-11 e 6-4 a 4-9 a 3-2 a
800S162-33 33 7-11 e 5-11 e 3-11 e 6-4 a 4-9 a 3-2 a 7-11 e 5-11 e 3-11 e 6-4 a 4-9 a 3-2 a
800S200-33 33 7-11 e 5-11 e 3-11 e 6-4 a 4-9 a 3-2 a 7-11 e 5-11 e 3-11 e 6-4 a 4-9 a 3-2 a
800S137-43 33 10-10 e 9-4 e 7-8 e 10-10 a 9-4 a 7-0 a 10-10 e 9-4 e 7-8 e 10-10 a 9-4 a 7-0 a
800S162-43 33 11-5 e 9-11 e 8-1 e 11-5 a 9-11 a 7-0 a 11-5 e 9-11 e 8-1 e 11-5 a 9-11 a 7-0 a
800S200-43 33 11-4 e 9-10 e 8-0 e 11-4 a 9-10 a 7-0 a 11-4 e 9-10 e 8-0 e 11-4 a 9-10 a 7-0 a
800S250-43 33 12-2 e 10-6 e 8-7 e 12-2 a 10-6 a 7-0 a 12-2 e 10-6 e 8-7 e 12-2 a 10-6 a 7-0 a
800S300-43 33 12-10 e 11-1 e 8-9 e 12-10 a 10-6 a 7-0 a 12-10 e 11-1 e 8-9 e 12-10 a 10-6 a 7-0 a
800S137-54 33 12-0 e 10-5 e 8-6 e 12-0 i 10-5 i 8-6 a 11-10 e 10-5 e 8-6 e 12-0 i 10-5 i 8-6 a
800S137-54 50 13-0 11-10 e 10-4 e 14-7 i 12-8 i 10-4 a 11-10 10-9 e 9-5 e 13-3 i 12-1 i 10-4 a
800S162-54 33 12-9 e 11-1 e 9-0 e 12-9 i 11-1 a 9-0 a 12-3 e 11-1 e 9-0 e 12-9 i 11-1 a 9-0 a
800S162-54 50 13-6 12-3 e 10-9 e 15-2 i 13-5 i 11-0 a 12-3 11-2 e 9-9 e 13-10 i 12-6 i 10-11 a
800S200-54 33 13-3 e 11-6 e 9-4 e 13-3 i 11-6 a 9-4 a 12-9 e 11-6 e 9-4 e 13-3 i 11-6 a 9-4 a
800S200-54 50 14-1 e 12-9 e 10-9 e 15-3 i 13-3 i 10-9 a 12-9 11-7 e 10-1 e 14-4 i 13-0 i 10-9 a
800S250-54 33 13-11 e 12-1 e 9-10 e 13-11 i 12-1 a 9-10 a 13-5 e 12-1 e 9-10 e 13-11 i 12-1 a 9-10 a
800S250-54 50 14-9 e 13-4 e 11-6 e 16-3 i 14-1 a 11-6 a 13-4 12-2 e 10-7 e 15-0 i 13-8 i 11-6 a
800S300-54 33 14-9 e 12-9 e 10-5 e 14-9 a 12-9 a 10-5 a 14-0 e 12-9 e 10-5 e 14-9 a 12-9 a 10-5 a
800S300-54 50 15-3 e 13-11 e 12-0 e 17-0 i 14-8 a 12-0 a 13-11 e 12-7 e 11-0 e 15-7 i 14-2 a 12-0 a
800S137-68 33 13-5 11-7 9-6 e 13-5 i 11-7 i 9-6 i 12-9 11-7 9-6 e 13-5 i 11-7 i 9-6 i
800S137-68 50 14-0 12-9 11-1 15-9 i 14-3 i 11-8 i 12-9 11-7 10-1 14-3 13-0 i 11-4 i
800S162-68 33 14-3 12-4 10-1 e 14-3 i 12-4 i 10-1 i 13-3 12-0 10-1 e 14-3 i 12-4 i 10-1 i
800S162-68 50 14-7 13-3 11-7 e 16-4 i 14-10 i 12-5 i 13-3 12-0 10-6 14-10 13-6 i 11-9 i
800S200-68 33 15-0 13-0 10-7 e 15-0 i 13-0 i 10-7 i 13-9 12-6 10-7 e 15-0 i 13-0 i 10-7 i
800S200-68 50 15-1 13-9 12-0 e 17-0 i 15-5 i 12-9 i 13-9 12-6 10-11 15-5 14-0 i 12-3 i
800S250-68 33 15-11 13-10 e 11-4 e 16-0 i 13-10 i 11-4 i 14-5 13-2 11-4 e 16-0 i 13-10 i 11-4 i
800S250-68 50 15-11 14-5 12-7 e 17-10 i 16-1 i 13-2 i 14-5 13-2 11-6 e 16-3 i 14-9 i 12-10 i
800S300-68 33 16-7 14-4 e 11-8 e 16-7 i 14-4 i 11-8 i 15-1 13-9 e 11-8 e 16-7 i 14-4 i 11-8 i
800S300-68 50 16-7 15-1 13-2 e 18-7 i 16-11 i 13-11 i 15-1 13-8 11-11 e 16-11 i 15-4 i 13-5 i
800S162-97 33 16-3 14-6 11-10 16-9 14-6 11-10 i 14-9 13-5 11-8 16-7 14-6 11-10 i
800S162-97 50 16-3 14-9 12-11 18-3 16-7 14-6 14-9 13-5 11-8 16-7 15-1 13-2
800S200-97 33 16-10 15-4 12-7 17-9 15-5 12-7 i 15-4 13-11 12-2 17-3 15-5 12-7 i
800S200-97 50 16-10 15-4 13-5 18-11 17-3 15-0 15-4 13-11 12-2 17-3 15-8 13-8
800S250-97 33 17-9 16-2 13-7 19-3 16-8 13-7 i 16-2 14-8 12-10 18-2 16-6 13-7 i
800S250-97 50 17-9 16-2 14-1 20-0 18-2 15-10 i 16-2 14-8 12-10 18-2 16-6 14-5
800S300-97 33 18-7 16-11 14-5 20-5 17-8 i 14-5 i 16-11 15-4 13-5 19-0 17-3 14-5 i
800S300-97 50 18-7 16-11 14-9 20-11 19-0 16-7 i 16-11 15-4 13-5 19-0 17-3 15-1
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
15 psf Dead Load and 100 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
925S137-33 33 6-10 e 5-1 e 3-5 e 5-5 a 4-1 a 2-8 a 6-10 e 5-1 e 3-5 e 5-5 a 4-1 a 2-8 a
925S162-33 33 6-10 e 5-1 e 3-5 e 5-5 a 4-1 a 2-8 a 6-10 e 5-1 e 3-5 e 5-5 a 4-1 a 2-8 a
925S200-33 33 6-10 e 5-1 e 3-5 e 5-5 a 4-1 a 2-8 a 6-10 e 5-1 e 3-5 e 5-5 a 4-1 a 2-8 a
925S137-43 33 11-6 e 10-0 e 7-7 e 11-6 a 9-1 a 6-0 a 11-6 e 10-0 e 7-7 e 11-6 a 9-1 a 6-0 a
925S162-43 33 12-3 e 10-7 e 7-7 e 12-1 a 9-1 a 6-0 a 12-3 e 10-7 e 7-7 e 12-1 a 9-1 a 6-0 a
925S200-43 33 12-1 e 10-5 e 7-7 e 12-1 a 9-1 a 6-0 a 12-1 e 10-5 e 7-7 e 12-1 a 9-1 a 6-0 a
925S250-43 33 13-0 e 11-3 e 7-7 e 12-1 a 9-1 a 6-0 a 13-0 e 11-3 e 7-7 e 12-1 a 9-1 a 6-0 a
925S300-43 33 13-9 e 11-4 e 7-7 e 12-1 a 9-1 a 6-0 a 13-9 e 11-4 e 7-7 e 12-1 a 9-1 a 6-0 a
925S137-54 33 13-5 e 11-8 e 9-6 e 13-5 i 11-8 a 9-6 a 13-4 e 11-8 e 9-6 e 13-5 i 11-8 a 9-6 a
925S137-54 50 14-8 e 13-4 e 11-1 e 15-8 i 13-7 a 11-1 a 13-4 e 12-2 e 10-7 e 15-0 i 13-7 a 11-1 a
925S162-54 33 14-2 e 12-3 e 10-0 e 14-2 a 12-3 a 10-0 a 13-10 e 12-3 e 10-0 e 14-2 a 12-3 a 10-0 a
925S162-54 50 15-3 e 13-10 e 11-9 e 16-7 i 14-5 a 11-9 a 13-10 e 12-7 e 11-0 e 15-7 i 14-2 a 11-9 a
925S200-54 33 14-9 e 12-9 e 10-5 e 14-9 a 12-9 a 10-5 a 14-4 e 12-9 e 10-5 e 14-9 a 12-9 a 10-5 a
925S200-54 50 15-9 e 14-1 e 11-6 e 16-4 i 14-1 a 11-6 a 14-4 e 13-0 e 11-4 e 16-1 i 14-1 a 11-6 a
925S250-54 33 15-5 e 13-4 e 10-11 e 15-5 a 13-4 a 10-11 a 15-1 e 13-4 e 10-11 e 15-5 a 13-4 a 10-11 a
925S250-54 50 16-7 e 15-0 e 12-3 e 17-4 a 15-0 a 12-0 a 15-0 e 13-8 e 11-11 e 16-11 i 15-0 a 12-0 a
925S300-54 33 16-3 e 14-1 e 11-6 e 16-3 a 14-1 a 11-6 a 15-9 e 14-1 e 11-6 e 16-3 a 14-1 a 11-6 a
925S300-54 50 17-2 e 15-7 e 12-10 e 18-3 a 15-9 a 12-0 a 15-7 e 14-2 e 12-4 e 17-6 a 15-9 a 12-0 a
925S137-68 33 15-0 13-0 e 10-7 e 15-0 i 13-0 i 10-7 i 14-4 13-0 e 10-7 e 15-0 i 13-0 i 10-7 i
925S137-68 50 15-10 14-4 12-7 e 17-9 i 16-0 i 13-0 i 14-4 13-1 11-5 e 16-2 i 14-8 i 12-10 i
925S162-68 33 15-10 13-9 e 11-2 e 15-10 i 13-9 i 11-2 i 14-11 13-6 e 11-2 e 15-10 i 13-9 i 11-2 i
925S162-68 50 16-5 14-11 13-0 e 18-5 i 16-9 i 13-9 i 14-11 13-6 11-10 e 16-9 i 15-2 i 13-3 i
925S200-68 33 16-8 14-5 e 11-9 e 16-8 i 14-5 i 11-9 a 15-5 14-0 e 11-9 e 16-8 i 14-5 i 11-9 a
925S200-68 50 17-0 15-5 13-6 e 19-1 i 17-4 i 14-2 i 15-5 14-0 12-3 e 17-4 i 15-9 i 13-9 i
925S250-68 33 17-8 e 15-4 e 12-6 e 17-8 i 15-4 i 12-6 a 16-3 14-9 e 12-6 e 17-8 i 15-4 i 12-6 a
925S250-68 50 17-10 16-3 14-2 e 20-1 i 17-10 i 14-7 a 16-3 14-9 12-10 e 18-3 i 16-6 i 14-5 i
925S300-68 33 18-3 e 15-10 e 12-11 e 18-3 i 15-10 i 12-11 a 16-11 15-4 e 12-11 e 18-3 i 15-10 i 12-11 a
925S300-68 50 18-7 16-10 e 14-9 e 20-10 i 18-11 i 15-5 a 16-10 15-4 13-4 e 18-11 i 17-2 i 15-0 a
925S162-97 33 18-4 16-2 13-2 18-8 16-2 13-2 i 16-8 15-1 13-2 18-8 16-2 13-2 i
925S162-97 50 18-4 16-8 14-6 20-7 18-8 16-3 i 16-8 15-1 13-2 18-8 17-0 14-10
925S200-97 33 19-0 17-1 13-11 19-9 17-1 13-11 i 17-3 15-8 13-8 19-4 17-1 13-11 i
925S200-97 50 19-0 17-3 15-1 21-4 19-4 16-11 i 17-3 15-8 13-8 19-4 17-7 15-4 i
925S250-97 33 20-0 18-2 15-0 21-3 18-5 i 15-0 i 18-2 16-6 14-5 20-4 18-5 i 15-0 i
925S250-97 50 20-0 18-2 15-10 22-5 20-4 17-9 i 18-2 16-6 14-5 20-4 18-6 16-2 i
925S300-97 33 20-10 18-11 15-11 22-7 19-6 i 15-11 i 18-11 17-2 15-0 21-3 19-4 i 15-11 i
925S300-97 50 20-10 18-11 16-6 23-5 21-3 18-7 i 18-11 17-2 15-0 21-3 19-4 16-10 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
15 psf Dead Load and 100 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1000S137-33 33 6-3 e 4-8 e 3-1 e 5-0 a 3-9 a 2-6 a 6-3 e 4-8 e 3-1 e 5-0 a 3-9 a 2-6 a
1000S162-33 33 6-3 e 4-8 e 3-1 e 5-0 a 3-9 a 2-6 a 6-3 e 4-8 e 3-1 e 5-0 a 3-9 a 2-6 a
1000S200-33 33 6-3 e 4-8 e 3-1 e 5-0 a 3-9 a 2-6 a 6-3 e 4-8 e 3-1 e 5-0 a 3-9 a 2-6 a
1000S137-43 33 11-11 e 10-4 e 7-0 e 11-2 a 8-4 a 5-7 a 11-11 e 10-4 e 7-0 e 11-2 a 8-4 a 5-7 a
1000S162-43 33 12-8 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a 12-8 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a
1000S200-43 33 12-6 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a 12-6 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a
1000S250-43 33 13-6 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a 13-6 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a
1000S300-43 33 14-0 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a 14-0 e 10-6 e 7-0 e 11-2 a 8-4 a 5-7 a
1000S137-54 33 14-3 e 12-4 e 10-1 e 14-3 a 12-4 a 10-1 a 14-3 e 12-4 e 10-1 e 14-3 a 12-4 a 10-1 a
1000S137-54 50 15-8 e 14-1 e 11-6 e 16-3 i 14-1 a 11-1 a 14-3 e 12-11 e 11-4 e 16-0 i 14-1 a 11-1 a
1000S162-54 33 15-0 e 13-0 e 10-7 e 15-0 a 13-0 a 10-7 a 14-9 e 13-0 e 10-7 e 15-0 a 13-0 a 10-7 a
1000S162-54 50 16-3 e 14-9 e 12-2 e 17-2 a 14-11 a 11-1 a 14-9 e 13-5 e 11-9 e 16-7 i 14-11 a 11-1 a
1000S200-54 33 15-7 e 13-6 e 11-0 e 15-7 a 13-6 a 11-0 a 15-3 e 13-6 e 11-0 e 15-7 a 13-6 a 11-0 a
1000S200-54 50 16-10 e 14-8 e 11-11 e 16-11 a 14-8 a 11-1 a 15-3 e 13-11 e 11-11 e 16-11 a 14-8 a 11-1 a
1000S250-54 33 16-1 e 13-11 e 11-4 e 16-1 a 13-11 a 11-1 a 16-0 e 13-11 e 11-4 e 16-1 a 13-11 a 11-1 a
1000S250-54 50 17-8 e 15-7 e 12-9 e 18-0 a 15-7 a 11-1 a 16-0 e 14-7 e 12-8 e 18-0 a 15-7 a 11-1 a
1000S300-54 33 16-11 e 14-8 e 11-11 e 16-11 a 14-8 a 11-1 a 16-8 e 14-8 e 11-11 e 16-11 a 14-8 a 11-1 a
1000S300-54 50 18-3 e 16-4 e 13-4 e 18-11 a 16-4 a 11-1 a 16-7 e 15-1 e 13-2 e 18-8 a 16-4 a 11-1 a
1000S137-68 33 15-11 13-9 e 11-3 e 15-11 i 13-9 i 11-3 a 15-4 13-9 e 11-3 e 15-11 i 13-9 i 11-3 a
1000S137-68 50 16-11 15-4 13-5 e 19-0 i 17-0 i 13-10 i 15-4 13-11 12-2 e 17-3 i 15-8 i 13-8 i
1000S162-68 33 16-9 14-6 e 11-10 e 16-9 i 14-6 i 11-10 a 15-11 14-5 e 11-10 e 16-9 i 14-6 i 11-10 a
1000S162-68 50 17-6 15-11 e 13-11 e 19-8 i 17-10 i 14-7 a 15-11 14-5 12-7 e 17-10 i 16-3 i 14-2 a
1000S200-68 33 17-8 e 15-3 e 12-6 e 17-8 i 15-3 i 12-6 a 16-5 14-11 e 12-6 e 17-8 i 15-3 i 12-6 a
1000S200-68 50 18-1 16-5 e 14-4 e 20-4 i 18-5 i 15-0 a 16-5 14-11 13-1 e 18-6 i 16-9 i 14-8 a
1000S250-68 33 18-8 e 16-2 e 13-2 e 18-8 i 16-2 i 13-2 a 17-3 e 15-8 e 13-2 e 18-8 i 16-2 i 13-2 a
1000S250-68 50 19-0 17-3 e 15-1 e 21-4 i 18-7 i 15-2 a 17-3 15-8 13-8 e 19-5 i 17-7 i 15-2 a
1000S300-68 33 19-4 e 16-9 e 13-8 e 19-4 i 16-9 i 13-8 a 18-0 e 16-4 e 13-8 e 19-4 i 16-9 i 13-8 a
1000S300-68 50 19-9 17-11 e 15-8 e 22-2 i 19-7 i 16-0 a 17-11 16-3 e 14-3 e 20-2 i 18-4 i 16-0 a
1000S162-97 33 19-7 17-2 14-0 19-10 17-2 i 14-0 i 17-9 16-2 14-0 19-10 17-2 i 14-0 i
1000S162-97 50 19-7 17-9 15-6 22-0 19-11 17-3 i 17-9 16-2 14-1 19-11 18-1 15-10 i
1000S200-97 33 20-3 18-1 14-9 20-10 18-1 i 14-9 i 18-5 16-8 14-7 20-8 18-1 i 14-9 i
1000S200-97 50 20-3 18-5 16-1 22-9 20-8 18-0 i 18-5 16-8 14-7 20-8 18-9 16-5 i
1000S250-97 33 21-3 19-4 15-10 22-5 19-5 i 15-10 i 19-4 17-6 15-4 21-8 19-5 i 15-10 i
1000S250-97 50 21-3 19-4 16-10 23-10 21-8 18-11 i 19-4 17-6 15-4 21-8 19-8 17-2 i
1000S300-97 33 22-2 20-2 16-10 23-9 i 20-7 i 16-10 i 20-2 18-3 16-0 22-7 i 20-6 i 16-10 i
1000S300-97 50 22-2 20-2 17-7 24-11 22-7 19-9 i 20-2 18-3 16-0 22-7 20-6 17-11 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
15 psf Dead Load and 100 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1125S137-33 33 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a
1125S162-33 33 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a
1125S200-33 33 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a
1125S137-43 33 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a
1125S162-43 33 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a
1125S200-43 33 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a
1125S250-43 33 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a
1125S300-43 33 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a 12-4 e 9-3 e 6-2 e 9-11 a 7-5 a 4-11 a
1125S137-54 33 15-0 e 13-0 e 10-7 e 15-0 a 13-0 a 9-10 a 15-0 e 13-0 e 10-7 e 15-0 a 13-0 a 9-10 a
1125S137-54 50 17-1 e 14-10 e 12-1 e 17-1 a 14-9 a 9-10 a 15-9 e 14-4 e 12-1 e 17-1 a 14-9 a 9-10 a
1125S162-54 33 15-10 e 13-9 e 11-2 e 15-10 a 13-9 a 9-10 a 15-10 e 13-9 e 11-2 e 15-10 a 13-9 a 9-10 a
1125S162-54 50 17-11 e 15-9 e 12-3 e 18-2 a 14-9 a 9-10 a 16-4 e 14-10 e 12-3 e 18-2 a 14-9 a 9-10 a
1125S200-54 33 16-4 e 14-2 e 11-7 e 16-4 a 14-2 a 9-10 a 16-4 e 14-2 e 11-7 e 16-4 a 14-2 a 9-10 a
1125S200-54 50 17-10 e 15-6 e 12-3 e 17-10 a 14-9 a 9-10 a 16-10 e 15-4 e 12-3 e 17-10 a 14-9 a 9-10 a
1125S250-54 33 17-0 e 14-8 e 12-0 e 17-0 a 14-8 a 9-10 a 17-0 e 14-8 e 12-0 e 17-0 a 14-8 a 9-10 a
1125S250-54 50 19-1 e 16-6 e 12-3 e 19-1 a 14-9 a 9-10 a 17-7 e 16-0 e 12-3 e 19-1 a 14-9 a 9-10 a
1125S300-54 33 17-10 e 15-6 e 12-3 e 17-10 a 14-9 a 9-10 a 17-10 e 15-6 e 12-3 e 17-10 a 14-9 a 9-10 a
1125S300-54 50 20-0 e 17-4 e 12-3 e 19-8 a 14-9 a 9-10 a 18-3 e 16-7 e 12-3 e 19-8 a 14-9 a 9-10 a
1125S137-68 33 17-5 e 15-1 e 12-4 e 17-5 i 15-1 i 12-4 a 17-0 e 15-1 e 12-4 e 17-5 i 15-1 i 12-4 a
1125S137-68 50 18-8 17-0 e 14-9 e 20-10 i 18-1 i 14-9 a 17-0 15-5 e 13-6 e 19-1 i 17-4 i 14-9 a
1125S162-68 33 18-4 e 15-11 e 13-0 e 18-4 i 15-11 i 13-0 a 17-7 e 15-11 e 13-0 e 18-4 i 15-11 i 13-0 a
1125S162-68 50 19-4 17-7 e 15-4 e 21-8 i 19-1 i 15-7 a 17-7 15-11 e 13-11 e 19-9 i 17-11 i 15-7 a
1125S200-68 33 19-3 e 16-8 e 13-7 e 19-3 i 16-8 a 13-7 a 18-2 e 16-6 e 13-7 e 19-3 i 16-8 a 13-7 a
1125S200-68 50 19-11 18-2 e 15-10 e 22-5 i 19-4 i 15-10 a 18-2 16-6 e 14-5 e 20-4 i 18-6 i 15-10 a
1125S250-68 33 20-4 e 17-7 e 14-4 e 20-4 i 17-7 a 14-4 a 19-0 e 17-3 e 14-4 e 20-4 i 17-7 a 14-4 a
1125S250-68 50 20-11 e 19-0 e 16-0 e 22-7 i 19-7 i 16-0 a 19-0 17-3 e 15-1 e 21-4 i 19-4 i 16-0 a
1125S300-68 33 21-0 e 18-2 e 14-10 e 21-0 i 18-2 a 14-10 a 19-9 e 17-11 e 14-10 e 21-0 i 18-2 a 14-10 a
1125S300-68 50 21-9 e 19-9 e 16-11 e 23-11 i 20-8 a 16-11 a 19-9 17-11 e 15-8 e 22-2 i 20-1 i 16-11 a
1125S162-97 33 21-7 18-9 15-4 21-8 18-9 i 15-4 i 19-7 17-10 15-4 21-8 18-9 i 15-4 i
1125S162-97 50 21-7 19-7 17-2 24-3 22-0 18-11 i 19-7 17-10 15-7 22-0 20-0 17-6 i
1125S200-97 33 22-4 19-9 16-1 22-9 i 19-9 i 16-1 i 20-3 18-5 16-1 22-9 i 19-9 i 16-1 i
1125S200-97 50 22-4 20-3 17-8 25-1 22-9 i 19-9 i 20-3 18-5 16-1 22-9 20-8 18-1 i
1125S250-97 33 23-4 21-2 17-3 24-5 i 21-2 i 17-3 i 21-3 19-3 16-10 23-10 i 21-2 i 17-3 i
1125S250-97 50 23-4 21-3 18-7 26-3 23-10 i 20-10 i 21-3 19-3 16-10 23-10 21-8 18-11 i
1125S300-97 33 24-4 22-1 18-3 e 25-10 i 22-4 i 18-3 i 22-1 20-1 17-6 e 24-10 i 22-4 i 18-3 i
1125S300-97 50 24-4 22-1 19-4 27-4 24-10 i 21-8 i 22-1 20-1 17-6 24-10 22-7 i 19-8 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
15 psf Dead Load and 100 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1200S137-33 33 5-2 e 3-11 e 2-7 e 4-2 a 3-1 a 2-1 a 5-2 e 3-11 e 2-7 e 4-2 a 3-1 a 2-1 a
1200S162-33 33 5-2 e 3-11 e 2-7 e 4-2 a 3-1 a 2-1 a 5-2 e 3-11 e 2-7 e 4-2 a 3-1 a 2-1 a
1200S200-33 33 5-2 e 3-11 e 2-7 e 4-2 a 3-1 a 2-1 a 5-2 e 3-11 e 2-7 e 4-2 a 3-1 a 2-1 a
1200S137-43 33 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a
1200S162-43 33 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a
1200S200-43 33 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a
1200S250-43 33 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a
1200S300-43 33 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a 11-7 e 8-8 e 5-9 e 9-3 a 6-11 a 4-7 a
1200S137-54 33 15-5 e 13-4 e 10-11 e 15-5 a 13-4 a 9-2 a 15-5 e 13-4 e 10-11 e 15-5 a 13-4 a 9-2 a
1200S137-54 50 17-8 e 15-3 e 11-6 e 17-8 a 13-9 a 9-2 a 16-8 e 15-2 e 11-6 e 17-8 a 13-9 a 9-2 a
1200S162-54 33 16-4 e 14-1 e 11-6 e 16-4 a 13-9 a 9-2 a 16-4 e 14-1 e 11-6 e 16-4 a 13-9 a 9-2 a
1200S162-54 50 18-8 e 16-2 e 11-6 e 18-4 a 13-9 a 9-2 a 17-3 e 15-8 e 11-6 e 18-4 a 13-9 a 9-2 a
1200S200-54 33 16-10 e 14-7 e 11-6 e 16-10 a 13-9 a 9-2 a 16-10 e 14-7 e 11-6 e 16-10 a 13-9 a 9-2 a
1200S200-54 50 18-5 e 15-11 e 11-6 e 18-4 a 13-9 a 9-2 a 17-9 e 15-11 e 11-6 e 18-4 a 13-9 a 9-2 a
1200S250-54 33 17-6 e 15-1 e 11-6 e 17-6 a 13-9 a 9-2 a 17-6 e 15-1 e 11-6 e 17-6 a 13-9 a 9-2 a
1200S250-54 50 19-8 e 17-0 e 11-6 e 18-4 a 13-9 a 9-2 a 18-7 e 16-10 e 11-6 e 18-4 a 13-9 a 9-2 a
1200S300-54 33 18-5 e 15-11 e 11-6 e 18-4 a 13-9 a 9-2 a 18-5 e 15-11 e 11-6 e 18-4 a 13-9 a 9-2 a
1200S300-54 50 20-8 e 17-3 e 11-6 e 18-4 a 13-9 a 9-2 a 19-3 e 17-3 e 11-6 e 18-4 a 13-9 a 9-2 a
1200S137-68 33 18-4 e 15-11 e 13-0 e 18-4 i 15-11 a 13-0 a 17-11 e 15-11 e 13-0 e 18-4 i 15-11 a 13-0 a
1200S137-68 50 19-9 e 17-11 e 15-1 e 21-5 i 18-6 i 15-1 a 17-11 16-4 e 14-3 e 20-2 i 18-4 i 15-1 a
1200S162-68 33 19-3 e 16-8 e 13-8 e 19-3 i 16-8 a 13-8 a 18-6 e 16-8 e 13-8 e 19-3 i 16-8 a 13-8 a
1200S162-68 50 20-5 e 18-6 e 16-0 e 22-7 i 19-7 i 16-0 a 18-6 16-10 e 14-8 e 20-10 i 18-11 i 16-0 a
1200S200-68 33 20-2 e 17-6 e 14-3 e 20-2 i 17-6 a 14-3 a 19-1 e 17-4 e 14-3 e 20-2 i 17-6 a 14-3 a
1200S200-68 50 21-1 e 19-1 e 16-3 e 23-0 i 19-11 a 16-3 a 19-1 17-4 e 15-2 e 21-6 i 19-6 i 16-3 a
1200S250-68 33 21-3 e 18-5 e 15-1 e 21-3 a 18-5 a 15-1 a 20-0 e 18-2 e 15-1 e 21-3 a 18-5 a 15-1 a
1200S250-68 50 22-0 e 20-0 e 16-5 e 23-3 i 20-2 a 16-5 a 20-0 e 18-2 e 15-10 e 22-5 i 20-2 a 16-5 a
1200S300-68 33 21-11 e 19-0 e 15-6 e 21-11 a 19-0 a 15-6 a 20-9 e 18-11 e 15-6 e 21-11 a 19-0 a 15-6 a
1200S300-68 50 22-11 e 20-9 e 17-5 e 24-7 i 21-4 a 17-5 a 20-9 e 18-11 e 16-6 e 23-4 i 21-3 a 17-5 a
1200S162-97 33 22-10 19-9 16-1 22-10 i 19-9 i 16-1 i 20-9 18-10 16-1 22-10 i 19-9 i 16-1 i
1200S162-97 50 22-10 20-9 18-1 25-8 23-3 i 19-10 i 20-9 18-10 16-5 23-3 21-2 18-6 i
1200S200-97 33 23-7 20-8 16-11 23-11 i 20-8 i 16-11 i 21-5 19-5 16-11 23-11 i 20-8 i 16-11 i
1200S200-97 50 23-7 21-5 18-8 26-5 24-0 i 20-9 i 21-5 19-5 17-0 24-0 21-10 19-1 i
1200S250-97 33 24-8 22-2 18-1 e 25-7 i 22-2 i 18-1 i 22-5 20-4 17-9 e 25-2 i 22-2 i 18-1 i
1200S250-97 50 24-8 22-5 19-7 27-8 25-2 i 21-10 i 22-5 20-4 17-9 25-2 22-10 i 19-11 i
1200S300-97 33 25-8 23-3 19-1 e 27-0 i 23-5 i 19-1 i 23-3 21-2 18-6 e 26-2 i 23-5 i 19-1 i
1200S300-97 50 25-8 23-3 20-4 28-9 26-2 i 22-9 i 23-3 21-2 18-6 26-2 23-9 i 20-9 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
15 psf Dead Load and 100 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1400S137-33 33 4-5 e 3-4 e 2-2 e 3-6 a 2-8 a 1-9 a 4-5 e 3-4 e 2-2 e 3-6 a 2-8 a 1-9 a
1400S162-33 33 4-5 e 3-4 e 2-2 e 3-6 a 2-8 a 1-9 a 4-5 e 3-4 e 2-2 e 3-6 a 2-8 a 1-9 a
1400S200-33 33 4-5 e 3-4 e 2-2 e 3-6 a 2-8 a 1-9 a 4-5 e 3-4 e 2-2 e 3-6 a 2-8 a 1-9 a
1400S137-43 33 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a
1400S162-43 33 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a
1400S200-43 33 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a
1400S250-43 33 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a
1400S300-43 33 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a 9-11 e 7-5 e 4-11 e 7-11 a 5-11 a 3-11 a
1400S137-54 33 16-6 e 14-3 e 9-9 e 15-8 a 11-9 a 7-10 a 16-6 e 14-3 e 9-9 e 15-8 a 11-9 a 7-10 a
1400S137-54 50 19-0 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 18-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a
1400S162-54 33 17-6 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 17-6 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a
1400S162-54 50 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 19-2 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a
1400S200-54 33 18-0 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 18-0 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a
1400S200-54 50 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a
1400S250-54 33 18-9 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 18-9 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a
1400S250-54 50 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a
1400S300-54 33 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a
1400S300-54 50 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 19-7 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a
1400S137-68 33 19-11 e 17-3 e 14-1 e 19-11 a 17-3 a 14-1 a 19-11 e 17-3 e 14-1 e 19-11 a 17-3 a 14-1 a
1400S137-68 50 22-7 e 19-10 e 16-2 e 22-10 i 19-10 a 15-8 a 20-6 e 18-8 e 16-2 e 22-10 i 19-10 a 15-8 a
1400S162-68 33 20-11 e 18-2 e 14-10 e 20-11 a 18-2 a 14-10 a 20-11 e 18-2 e 14-10 e 20-11 a 18-2 a 14-10 a
1400S162-68 50 23-3 e 20-11 e 17-1 e 24-2 i 20-11 a 15-8 a 21-2 e 19-3 e 16-9 e 23-9 i 20-11 a 15-8 a
1400S200-68 33 21-11 e 18-11 e 15-6 e 21-11 a 18-11 a 15-6 a 21-9 e 18-11 e 15-6 e 21-11 a 18-11 a 15-6 a
1400S200-68 50 23-11 e 21-4 e 17-5 e 24-8 a 21-4 a 15-8 a 21-9 e 19-9 e 17-3 e 24-5 a 21-4 a 15-8 a
1400S250-68 33 23-0 e 19-11 e 16-3 e 23-0 a 19-11 a 15-8 a 22-8 e 19-11 e 16-3 e 23-0 a 19-11 a 15-8 a
1400S250-68 50 25-0 e 21-8 e 17-8 e 25-0 a 21-8 a 15-8 a 22-8 e 20-7 e 17-8 e 25-0 a 21-8 a 15-8 a
1400S300-68 33 23-5 e 20-4 e 16-7 e 23-5 a 20-4 a 15-8 a 23-5 e 20-4 e 16-7 e 23-5 a 20-4 a 15-8 a
1400S300-68 50 25-11 e 22-11 e 18-9 e 26-6 a 22-11 a 15-8 a 23-6 e 21-5 e 18-8 e 26-5 a 22-11 a 15-8 a
1400S162-97 33 25-9 22-3 18-2 e 25-9 i 22-3 i 18-2 i 23-8 21-6 18-2 e 25-9 i 22-3 i 18-2 i
1400S162-97 50 26-1 23-8 20-8 e 29-3 i 26-7 i 22-5 i 23-8 21-6 18-9 26-7 24-2 i 21-1 i
1400S200-97 33 26-10 23-3 19-0 e 26-11 i 23-3 i 19-0 i 24-4 22-1 19-0 e 26-11 i 23-3 i 19-0 i
1400S200-97 50 26-10 24-4 21-3 e 30-1 i 27-4 i 23-4 i 24-4 22-1 19-4 27-4 24-10 i 21-8 i
1400S250-97 33 28-0 24-10 e 20-3 e 28-8 i 24-10 i 20-3 i 25-5 23-1 20-2 e 28-6 i 24-10 i 20-3 i
1400S250-97 50 28-0 25-5 22-2 e 31-5 i 28-6 i 24-6 i 25-5 23-1 20-2 28-6 i 25-11 i 22-8 i
1400S300-97 33 29-0 26-1 e 21-4 e 30-2 i 26-1 i 21-4 i 26-4 23-11 20-11 e 29-7 i 26-1 i 21-4 i
1400S300-97 50 29-0 26-4 23-0 e 32-7 i 29-7 i 25-5 i 26-4 23-11 20-11 e 29-7 i 26-11 i 23-6 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 20 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
600S137-33 33 14-11 e 12-11 e 10-6 e 14-11 i 12-11 i 10-6 a 13-8 12-5 e 10-6 e 14-11 i 12-11 i 10-6 a
600S162-33 33 15-8 e 13-8 e 11-2 e 15-9 i 13-8 i 11-2 a 14-3 12-11 e 11-2 e 15-9 i 13-8 i 11-2 a
600S200-33 33 16-0 e 13-10 e 11-4 e 16-0 i 13-10 i 11-4 a 14-10 e 13-6 e 11-4 e 16-0 i 13-10 i 11-4 a
600S137-43 33 16-5 14-10 12-2 17-2 14-10 i 12-2 i 14-11 13-6 11-10 16-8 14-10 i 12-2 i
600S162-43 33 17-1 15-6 12-11 18-4 15-10 i 12-11 i 15-6 14-1 12-4 17-5 15-10 i 12-11 i
600S200-43 33 17-10 15-11 13-0 18-5 15-11 i 13-0 i 16-2 14-8 12-10 18-2 15-11 i 13-0 i
600S250-43 33 18-10 17-1 14-1 e 19-11 i 17-3 i 14-1 i 17-1 15-6 13-7 19-2 17-3 i 14-1 i
600S300-43 33 19-7 17-10 14-11 e 21-1 i 18-3 i 14-11 i 17-10 16-2 14-1 e 20-0 i 18-2 i 14-11 i
600S137-54 33 17-7 16-0 13-6 19-2 16-7 13-6 16-0 14-6 12-8 17-11 16-4 13-6
600S137-54 50 17-7 16-0 13-11 19-9 17-11 15-8 16-0 14-6 12-8 17-11 16-4 14-3
600S162-54 33 18-4 16-8 14-5 20-5 17-8 14-5 16-8 15-2 13-3 18-9 17-0 14-5
600S162-54 50 18-4 16-8 14-7 20-7 18-9 16-4 16-8 15-2 13-3 18-9 17-0 14-10
600S200-54 33 19-2 17-5 15-1 21-4 18-6 15-1 i 17-5 15-9 13-9 19-6 17-9 15-1 i
600S200-54 50 19-2 17-5 15-2 21-6 19-6 17-1 17-5 15-9 13-9 19-6 17-9 15-6
600S250-54 33 20-3 18-5 15-11 22-6 19-6 15-11 i 18-5 16-8 14-7 20-8 18-9 15-11 i
600S250-54 50 20-1 18-3 16-0 22-7 20-6 17-11 18-3 16-7 14-6 20-6 18-8 16-3
600S300-54 33 21-2 19-3 16-10 23-10 20-8 16-10 i 19-3 17-6 15-3 21-8 19-8 16-10 i
600S300-54 50 20-11 19-0 16-7 23-6 21-4 18-8 19-0 17-3 15-1 21-4 19-5 16-11
600S137-68 33 18-11 17-2 15-0 21-3 18-5 15-1 17-2 15-7 13-7 19-3 17-6 15-1
600S137-68 50 18-11 17-2 15-0 21-3 19-3 16-10 17-2 15-7 13-7 19-3 17-6 15-4
600S162-68 33 19-9 17-11 15-8 22-2 19-8 16-1 17-11 16-3 14-3 20-2 18-3 16-0
600S162-68 50 19-9 17-11 15-8 22-2 20-2 17-7 17-11 16-3 14-3 20-2 18-3 16-0
600S200-68 33 20-7 18-8 16-4 23-1 20-11 17-1 18-8 17-0 14-10 21-0 19-1 16-8
600S200-68 50 20-7 18-8 16-4 23-1 21-0 18-4 18-8 17-0 14-10 21-0 19-1 16-8
600S250-68 33 21-9 19-9 17-3 24-5 22-2 18-3 19-9 17-11 15-8 22-2 20-2 17-7
600S250-68 50 21-9 19-9 17-3 24-5 22-2 19-5 19-9 17-11 15-8 22-2 20-2 17-7
600S300-68 33 22-10 20-9 18-1 25-7 23-2 18-11 20-9 18-10 16-5 23-3 21-2 18-6
600S300-68 50 22-9 20-8 18-0 25-6 23-2 20-3 20-8 18-9 16-5 23-2 21-1 18-5
600S162-97 33 22-0 20-0 17-5 24-8 22-5 18-11 20-0 18-2 15-10 22-5 20-4 17-10
600S162-97 50 22-0 20-0 17-5 24-8 22-5 19-7 20-0 18-2 15-10 22-5 20-4 17-10
600S200-97 33 22-11 20-10 18-2 25-9 23-5 20-1 20-10 18-11 16-6 23-5 21-3 18-7
600S200-97 50 22-11 20-10 18-2 25-9 23-5 20-5 20-10 18-11 16-6 23-5 21-3 18-7
600S250-97 33 24-3 22-1 19-3 27-3 24-9 21-8 22-1 20-0 17-6 24-9 22-6 19-8
600S250-97 50 24-3 22-1 19-3 27-3 24-9 21-8 22-1 20-0 17-6 24-9 22-6 19-8
600S300-97 33 25-6 23-2 20-3 28-7 26-0 22-8 23-2 21-0 18-4 26-0 23-7 20-7
600S300-97 50 25-6 23-2 20-3 28-7 26-0 22-8 23-2 21-0 18-4 26-0 23-7 20-7
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 20 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
800S137-33 33 17-0 e 14-9 e 12-0 e 17-0 a 14-9 a 12-0 a 17-0 e 14-9 e 12-0 e 17-0 a 14-9 a 12-0 a
800S162-33 33 18-1 e 15-8 e 12-9 e 18-1 a 15-8 a 12-2 a 18-0 e 15-8 e 12-9 e 18-1 a 15-8 a 12-2 a
800S200-33 33 18-4 e 15-10 e 12-11 e 18-4 a 15-10 a 12-2 a 18-4 e 15-10 e 12-11 e 18-4 a 15-10 a 12-2 a
800S137-43 33 20-9 18-4 15-0 e 21-2 i 18-4 i 15-0 i 18-10 17-1 14-11 e 21-2 i 18-4 i 15-0 i
800S162-43 33 21-7 19-5 e 15-10 e 22-5 i 19-5 i 15-10 i 19-7 17-9 15-6 e 22-0 i 19-5 i 15-10 i
800S200-43 33 22-2 19-3 e 15-8 e 22-2 i 19-3 i 15-8 i 20-4 18-5 15-8 e 22-2 i 19-3 i 15-8 i
800S250-43 33 23-6 20-8 e 16-10 e 23-11 i 20-8 i 16-10 a 21-4 19-5 e 16-10 e 23-11 i 20-8 i 16-10 a
800S300-43 33 24-6 21-10 e 17-10 e 25-2 i 21-10 i 17-10 a 22-3 20-2 e 17-8 e 25-0 i 21-10 i 17-10 a
800S137-54 33 22-3 20-3 16-8 23-7 20-5 16-8 i 20-3 18-5 16-1 22-9 20-5 16-8 i
800S137-54 50 22-3 20-3 17-8 25-0 22-9 19-10 i 20-3 18-5 16-1 22-9 20-8 18-0
800S162-54 33 23-2 21-1 17-8 25-0 21-8 i 17-8 i 21-1 19-1 16-8 23-8 21-6 i 17-8 i
800S162-54 50 23-2 21-1 18-5 26-0 23-8 20-8 i 21-1 19-1 16-8 23-8 21-6 18-9 i
800S200-54 33 24-0 21-10 18-5 26-0 22-6 i 18-5 i 21-10 19-10 17-4 24-6 22-3 i 18-5 i
800S200-54 50 24-0 21-10 19-1 27-0 24-6 21-2 i 21-10 19-10 17-4 24-6 22-3 19-5 i
800S250-54 33 25-4 23-0 19-4 27-4 23-8 i 19-4 i 23-0 20-11 18-3 25-10 23-5 i 19-4 i
800S250-54 50 25-2 22-11 20-0 28-4 25-8 22-5 i 22-11 20-10 18-2 25-8 23-4 20-5 i
800S300-54 33 26-5 24-0 20-5 28-11 i 25-0 i 20-5 i 24-0 21-10 19-1 27-0 24-6 i 20-5 i
800S300-54 50 26-2 23-9 20-9 29-4 26-8 23-4 i 23-9 21-7 18-10 26-8 24-3 21-2 i
800S137-68 33 24-0 21-9 18-7 26-4 22-9 18-7 21-9 19-9 17-3 24-5 22-2 18-7
800S137-68 50 24-0 21-9 19-0 26-11 24-5 21-4 21-9 19-9 17-3 24-5 22-2 19-5
800S162-68 33 24-11 22-8 19-9 27-11 24-2 19-9 22-8 20-7 17-11 25-5 23-1 19-9
800S162-68 50 24-11 22-8 19-9 28-0 25-5 22-2 22-8 20-7 17-11 25-5 23-1 20-2
800S200-68 33 25-10 23-6 20-6 29-1 25-6 20-10 23-6 21-4 18-8 26-5 24-0 20-10
800S200-68 50 25-10 23-6 20-6 29-1 26-5 23-1 23-6 21-4 18-8 26-5 24-0 20-11
800S250-68 33 27-3 24-9 21-7 30-7 27-2 22-2 i 24-9 22-6 19-8 27-9 25-3 22-1
800S250-68 50 27-3 24-9 21-7 30-7 27-9 24-3 24-9 22-6 19-8 27-9 25-3 22-1
800S300-68 33 28-6 25-10 22-7 32-0 28-1 22-11 i 25-10 23-6 20-6 29-0 26-5 22-11 i
800S300-68 50 28-4 25-9 22-6 31-10 28-11 25-3 25-9 23-5 20-5 28-11 26-3 22-11
800S162-97 33 27-10 25-3 22-1 31-3 28-4 23-3 25-3 22-11 20-0 28-4 25-9 22-6
800S162-97 50 27-10 25-3 22-1 31-3 28-4 24-9 25-3 22-11 20-0 28-4 25-9 22-6
800S200-97 33 28-11 26-3 22-11 32-5 29-6 24-7 26-3 23-10 20-10 29-6 26-9 23-4
800S200-97 50 28-11 26-3 22-11 32-5 29-6 25-9 26-3 23-10 20-10 29-6 26-9 23-4
800S250-97 33 30-5 27-8 24-2 34-2 31-1 26-7 27-8 25-1 21-11 31-1 28-2 24-8
800S250-97 50 30-5 27-8 24-2 34-2 31-1 27-1 27-8 25-1 21-11 31-1 28-2 24-8
800S300-97 33 31-10 28-11 25-3 35-9 32-6 28-4 28-11 26-3 22-11 32-6 29-6 25-9
800S300-97 50 31-10 28-11 25-3 35-9 32-6 28-4 28-11 26-3 22-11 32-6 29-6 25-9
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 20 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
925S137-33 33 18-3 e 15-9 e 12-11 e 18-3 a 15-8 a 10-5 a 18-3 e 15-9 e 12-11 e 18-3 a 15-8 a 10-5 a
925S162-33 33 19-5 e 16-9 e 13-1 e 19-5 a 15-8 a 10-5 a 19-5 e 16-9 e 13-1 e 19-5 a 15-8 a 10-5 a
925S200-33 33 19-8 e 17-0 e 13-1 e 19-8 a 15-8 a 10-5 a 19-8 e 17-0 e 13-1 e 19-8 a 15-8 a 10-5 a
925S137-43 33 22-8 19-7 e 16-0 e 22-8 i 19-7 i 16-0 a 21-3 19-4 e 16-0 e 22-8 i 19-7 i 16-0 a
925S162-43 33 24-0 e 20-10 e 17-0 e 24-0 i 20-10 i 17-0 a 22-1 20-0 e 17-0 e 24-0 i 20-10 i 17-0 a
925S200-43 33 23-8 e 20-6 e 16-9 e 23-8 i 20-6 i 16-9 a 22-10 20-6 e 16-9 e 23-8 i 20-6 i 16-9 a
925S250-43 33 25-7 e 22-1 e 18-1 e 25-7 i 22-1 i 18-1 a 24-0 e 21-9 e 18-1 e 25-7 i 22-1 i 18-1 a
925S300-43 33 27-0 e 23-5 e 19-1 e 27-0 i 23-5 a 19-1 a 24-11 e 22-8 e 19-1 e 27-0 i 23-5 a 19-1 a
925S137-54 33 25-2 22-10 18-7 26-4 22-10 i 18-7 i 22-10 20-9 18-2 25-8 22-10 i 18-7 i
925S137-54 50 25-2 22-10 20-0 28-3 25-8 21-9 i 22-10 20-9 18-2 25-8 23-4 20-4 i
925S162-54 33 26-1 23-9 19-8 27-10 i 24-1 i 19-8 i 23-9 21-7 18-10 26-8 24-1 i 19-8 i
925S162-54 50 26-1 23-9 20-9 29-4 26-8 23-0 i 23-9 21-7 18-10 26-8 24-2 21-2 i
925S200-54 33 27-0 24-7 20-5 e 28-10 i 25-0 i 20-5 i 24-7 22-4 19-6 27-7 i 25-0 i 20-5 i
925S200-54 50 27-0 24-7 21-5 30-4 27-7 i 22-7 i 24-7 22-4 19-6 27-7 25-1 21-10 i
925S250-54 33 28-5 25-9 21-5 e 30-3 i 26-2 i 21-5 i 25-9 23-5 20-5 e 28-11 i 26-2 i 21-5 i
925S250-54 50 28-4 25-9 22-6 31-10 28-11 i 24-1 i 25-9 23-4 20-5 28-11 26-3 22-11 i
925S300-54 33 29-7 26-11 22-7 e 31-11 i 27-8 i 22-7 i 26-11 24-5 21-4 e 30-2 i 27-5 i 22-7 i
925S300-54 50 29-4 26-8 23-4 33-0 30-0 i 25-3 i 26-8 24-3 21-2 30-0 27-3 i 23-9 i
925S137-68 33 27-1 24-7 20-9 29-5 25-5 20-9 24-7 22-4 19-6 27-7 25-1 20-9
925S137-68 50 27-1 24-7 21-6 30-5 27-7 24-1 24-7 22-4 19-6 27-7 25-1 21-11
925S162-68 33 28-1 25-6 21-11 31-1 26-11 21-11 i 25-6 23-2 20-3 28-8 26-0 21-11 i
925S162-68 50 28-1 25-6 22-3 31-6 28-8 25-0 25-6 23-2 20-3 28-8 26-0 22-9
925S200-68 33 29-1 26-5 23-1 32-8 28-3 23-1 i 26-5 24-0 21-0 29-8 26-11 23-1 i
925S200-68 50 29-1 26-5 23-1 32-8 29-8 25-11 26-5 24-0 21-0 29-8 26-11 23-6
925S250-68 33 30-7 27-9 24-3 34-4 30-0 24-6 i 27-9 25-3 22-0 31-2 28-4 24-6 i
925S250-68 50 30-7 27-9 24-3 34-4 31-2 27-3 27-9 25-3 22-0 31-2 28-4 24-9
925S300-68 33 31-11 29-0 25-4 35-10 31-0 25-4 i 29-0 26-4 23-0 32-6 29-7 25-4 i
925S300-68 50 31-9 28-10 25-2 35-8 32-5 28-3 28-10 26-2 22-11 32-5 29-5 25-8
925S162-97 33 31-4 28-6 24-11 35-3 31-9 25-11 28-6 25-11 22-7 32-0 29-1 25-5
925S162-97 50 31-4 28-6 24-11 35-3 32-0 27-11 28-6 25-11 22-7 32-0 29-1 25-5
925S200-97 33 32-6 29-6 25-9 36-6 33-2 27-4 29-6 26-10 23-5 33-2 30-1 26-4
925S200-97 50 32-6 29-6 25-9 36-6 33-2 28-11 29-6 26-10 23-5 33-2 30-1 26-4
925S250-97 33 34-2 31-0 27-1 38-4 34-10 29-5 31-0 28-2 24-7 34-10 31-8 27-8
925S250-97 50 34-2 31-0 27-1 38-4 34-10 30-5 31-0 28-2 24-7 34-10 31-8 27-8
925S300-97 33 35-8 32-5 28-4 40-1 36-5 31-3 32-5 29-5 25-8 36-5 33-1 28-10
925S300-97 50 35-8 32-5 28-4 40-1 36-5 31-9 32-5 29-5 25-8 36-5 33-1 28-10
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 20 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1000S137-33 33 18-11 e 16-5 e 12-1 e 18-11 a 14-6 a 9-8 a 18-11 e 16-5 e 12-1 e 18-11 a 14-6 a 9-8 a
1000S162-33 33 20-2 e 17-5 e 12-1 e 19-4 a 14-6 a 9-8 a 20-2 e 17-5 e 12-1 e 19-4 a 14-6 a 9-8 a
1000S200-33 33 20-5 e 17-8 e 12-1 e 19-4 a 14-6 a 9-8 a 20-5 e 17-8 e 12-1 e 19-4 a 14-6 a 9-8 a
1000S137-43 33 23-5 e 20-3 e 16-7 e 23-5 i 20-3 i 16-7 a 22-9 e 20-3 e 16-7 e 23-5 i 20-3 i 16-7 a
1000S162-43 33 24-10 e 21-6 e 17-7 e 24-10 i 21-6 i 17-7 a 23-6 e 21-4 e 17-7 e 24-10 i 21-6 i 17-7 a
1000S200-43 33 24-7 e 21-3 e 17-4 e 24-7 i 21-3 i 17-4 a 24-4 e 21-3 e 17-4 e 24-7 i 21-3 i 17-4 a
1000S250-43 33 26-6 e 22-11 e 18-9 e 26-6 i 22-11 a 18-9 a 25-6 e 22-11 e 18-9 e 26-6 i 22-11 a 18-9 a
1000S300-43 33 28-0 e 24-3 e 19-10 e 28-0 i 24-3 a 19-10 a 26-6 e 24-1 e 19-10 e 28-0 i 24-3 a 19-10 a
1000S137-54 33 26-11 24-3 19-9 e 28-0 i 24-3 i 19-9 i 24-5 22-2 19-5 e 27-5 i 24-3 i 19-9 i
1000S137-54 50 26-11 24-5 21-4 30-2 27-5 i 22-6 i 24-5 22-2 19-5 27-5 24-11 21-9 i
1000S162-54 33 27-10 25-4 20-10 e 29-6 i 25-6 i 20-10 i 25-4 23-0 20-1 e 28-5 i 25-6 i 20-10 i
1000S162-54 50 27-10 25-4 22-1 31-3 28-5 i 23-10 i 25-4 23-0 20-1 28-5 25-10 22-6 i
1000S200-54 33 28-10 26-2 21-7 e 30-6 i 26-5 i 21-7 i 26-2 23-9 20-9 e 29-5 i 26-5 i 21-7 i
1000S200-54 50 28-10 26-2 22-10 32-4 28-8 i 23-5 i 26-2 23-9 20-9 29-5 26-8 i 23-4 i
1000S250-54 33 30-2 27-4 22-4 e 31-7 i 27-4 i 22-4 i 27-5 24-11 21-9 e 30-10 i 27-4 i 22-4 i
1000S250-54 50 30-2 27-5 23-11 33-11 30-7 i 25-0 i 27-5 24-11 21-9 30-9 28-0 i 24-5 i
1000S300-54 33 31-6 28-7 e 23-5 e 33-2 i 28-9 i 23-5 i 28-7 26-0 22-8 e 32-1 i 28-9 i 23-5 i
1000S300-54 50 31-3 28-5 24-10 e 35-1 i 31-11 i 26-2 i 28-5 25-10 22-6 31-11 29-0 i 25-4 i
1000S137-68 33 28-11 26-3 22-1 31-2 27-0 22-1 i 26-3 23-10 20-10 29-6 26-10 22-1 i
1000S137-68 50 28-11 26-3 22-11 32-6 29-6 25-9 26-3 23-10 20-10 29-6 26-10 23-5
1000S162-68 33 30-0 27-3 23-3 32-11 28-6 23-3 i 27-3 24-9 21-7 30-7 27-9 23-3 i
1000S162-68 50 30-0 27-3 23-9 33-8 30-7 26-8 27-3 24-9 21-7 30-7 27-9 24-3
1000S200-68 33 31-0 28-2 24-5 34-7 29-11 24-5 i 28-2 25-7 22-4 31-7 28-9 24-5 i
1000S200-68 50 31-0 28-2 24-7 34-10 31-7 27-7 28-2 25-7 22-4 31-7 28-9 25-1
1000S250-68 33 32-6 29-6 25-10 36-6 31-9 i 25-11 i 29-6 26-10 23-5 33-2 30-2 25-11 i
1000S250-68 50 32-6 29-6 25-10 36-6 33-2 29-0 i 29-6 26-10 23-5 33-2 30-2 26-4
1000S300-68 33 33-11 30-9 26-9 37-10 32-9 i 26-9 i 30-9 28-0 24-5 34-7 31-5 26-9 i
1000S300-68 50 33-9 30-8 26-10 37-11 34-6 30-1 i 30-8 27-11 24-4 34-6 31-4 27-4
1000S162-97 33 33-6 30-5 26-7 37-7 33-8 27-6 30-5 27-7 24-2 34-2 31-0 27-1
1000S162-97 50 33-6 30-5 26-7 37-7 34-2 29-10 30-5 27-7 24-2 34-2 31-0 27-1
1000S200-97 33 34-8 31-6 27-6 38-11 35-4 28-11 31-6 28-7 25-0 35-4 32-1 28-0
1000S200-97 50 34-8 31-6 27-6 38-11 35-4 30-10 31-6 28-7 25-0 35-4 32-1 28-0
1000S250-97 33 36-4 33-0 28-10 40-10 37-1 31-1 33-0 30-0 26-3 37-1 33-8 29-5
1000S250-97 50 36-4 33-0 28-10 40-10 37-1 32-5 33-0 30-0 26-3 37-1 33-8 29-5
1000S300-97 33 37-11 34-5 30-1 42-7 38-8 32-11 34-5 31-4 27-4 38-8 35-2 30-8
1000S300-97 50 37-11 34-5 30-1 42-7 38-8 33-10 34-5 31-4 27-4 38-8 35-2 30-8
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 20 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1125S137-33 33 20-0 e 16-0 e 10-8 e 17-1 a 12-10 a 8-6 a 20-0 e 16-0 e 10-8 e 17-1 a 12-10 a 8-6 a
1125S162-33 33 21-4 e 16-0 e 10-8 e 17-1 a 12-10 a 8-6 a 21-4 e 16-0 e 10-8 e 17-1 a 12-10 a 8-6 a
1125S200-33 33 21-5 e 16-0 e 10-8 e 17-1 a 12-10 a 8-6 a 21-5 e 16-0 e 10-8 e 17-1 a 12-10 a 8-6 a
1125S137-43 33 24-8 e 21-4 e 17-5 e 24-8 i 21-4 a 17-5 a 24-8 e 21-4 e 17-5 e 24-8 i 21-4 a 17-5 a
1125S162-43 33 26-3 e 22-9 e 18-7 e 26-3 i 22-9 a 18-7 a 25-11 e 22-9 e 18-7 e 26-3 i 22-9 a 18-7 a
1125S200-43 33 25-11 e 22-6 e 18-4 e 25-11 i 22-6 a 18-4 a 25-11 e 22-6 e 18-4 e 25-11 i 22-6 a 18-4 a
1125S250-43 33 28-0 e 24-3 e 19-10 e 28-0 a 24-3 a 19-0 a 28-0 e 24-3 e 19-10 e 28-0 a 24-3 a 19-0 a
1125S300-43 33 29-8 e 25-8 e 21-0 e 29-8 a 25-8 a 19-0 a 29-2 e 25-8 e 21-0 e 29-8 a 25-8 a 19-0 a
1125S137-54 33 29-5 25-6 20-10 e 29-5 i 25-6 i 20-10 i 27-0 24-6 20-10 e 29-5 i 25-6 i 20-10 i
1125S137-54 50 29-9 27-0 23-7 e 33-5 29-1 i 23-8 i 27-0 24-6 21-5 30-4 27-7 i 23-8 i
1125S162-54 33 30-9 26-11 e 22-0 e 31-1 i 26-11 i 22-0 i 27-11 25-4 22-0 e 31-1 i 26-11 i 22-0 i
1125S162-54 50 30-9 27-11 24-5 e 34-6 i 30-10 i 25-2 i 27-11 25-4 22-2 31-4 28-6 i 24-10 i
1125S200-54 33 31-9 27-9 e 22-8 e 32-0 i 27-9 i 22-8 i 28-10 26-2 22-8 e 32-0 i 27-9 i 22-8 i
1125S200-54 50 31-9 28-10 24-9 e 35-0 i 30-4 i 24-9 i 28-10 26-2 22-10 e 32-4 29-5 i 24-9 i
1125S250-54 33 33-2 28-10 e 23-6 e 33-3 i 28-10 i 23-6 i 30-2 27-5 e 23-6 e 33-3 i 28-10 i 23-6 i
1125S250-54 50 33-2 30-2 26-4 e 37-3 i 32-4 i 26-5 i 30-2 27-5 23-11 e 33-10 i 30-9 i 26-5 i
1125S300-54 33 34-6 30-4 e 24-9 e 35-0 i 30-4 i 24-9 a 31-5 28-6 e 24-9 e 35-0 i 30-4 i 24-9 a
1125S300-54 50 34-4 31-2 27-3 e 38-7 i 34-0 i 27-9 i 31-2 28-4 24-9 e 35-0 i 31-10 i 27-9 i
1125S137-68 33 32-0 29-1 24-2 34-3 29-7 24-2 i 29-1 26-5 23-1 32-8 29-7 24-2 i
1125S137-68 50 32-0 29-1 25-5 35-11 32-8 28-6 i 29-1 26-5 23-1 32-8 29-8 25-11
1125S162-68 33 33-1 30-1 25-5 36-0 31-2 i 25-5 i 30-1 27-4 23-10 33-9 30-8 25-5 i
1125S162-68 50 33-1 30-1 26-3 37-2 33-9 29-6 i 30-1 27-4 23-10 33-9 30-8 26-9
1125S200-68 33 34-2 31-0 26-8 37-8 32-8 i 26-8 i 31-0 28-2 24-7 34-10 31-8 i 26-8 i
1125S200-68 50 34-2 31-0 27-1 38-4 34-10 30-5 i 31-0 28-2 24-7 34-10 31-8 27-8 i
1125S250-68 33 35-9 32-6 28-2 39-10 34-6 i 28-2 i 32-6 29-6 25-9 36-6 33-2 i 28-2 i
1125S250-68 50 35-9 32-6 28-4 40-2 36-6 31-4 i 32-6 29-6 25-9 36-6 33-2 28-11 i
1125S300-68 33 37-2 33-10 29-1 41-1 i 35-7 i 29-1 i 33-10 30-8 26-10 37-11 34-6 i 29-1 i
1125S300-68 50 37-2 33-9 29-6 41-9 37-11 33-1 i 33-9 30-8 26-9 37-11 34-5 30-1 i
1125S162-97 33 37-0 33-7 29-4 41-6 36-10 30-1 33-7 30-6 26-8 37-9 34-3 29-11
1125S162-97 50 37-0 33-7 29-4 41-6 37-9 32-11 33-7 30-6 26-8 37-9 34-3 29-11
1125S200-97 33 38-2 34-8 30-4 42-11 38-8 31-7 34-8 31-6 27-6 38-11 35-5 30-11
1125S200-97 50 38-2 34-8 30-4 42-11 38-11 34-0 34-8 31-6 27-6 38-11 35-5 30-11
1125S250-97 33 40-0 36-4 31-9 44-11 40-10 33-10 36-4 33-0 28-10 40-10 37-1 32-5
1125S250-97 50 40-0 36-4 31-9 44-11 40-10 35-8 36-4 33-0 28-10 40-10 37-1 32-5
1125S300-97 33 41-8 37-10 33-1 46-9 42-6 35-9 37-10 34-4 30-0 42-6 38-7 33-9
1125S300-97 50 41-8 37-10 33-1 46-9 42-6 37-1 37-10 34-4 30-0 42-6 38-7 33-9
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 20 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1200S137-33 33 20-0 e 15-0 e 10-0 e 16-0 a 12-0 a 8-0 a 20-0 e 15-0 e 10-0 e 16-0 a 12-0 a 8-0 a
1200S162-33 33 20-0 e 15-0 e 10-0 e 16-0 a 12-0 a 8-0 a 20-0 e 15-0 e 10-0 e 16-0 a 12-0 a 8-0 a
1200S200-33 33 20-0 e 15-0 e 10-0 e 16-0 a 12-0 a 8-0 a 20-0 e 15-0 e 10-0 e 16-0 a 12-0 a 8-0 a
1200S137-43 33 25-5 e 22-0 e 18-0 e 25-5 a 22-0 a 17-9 a 25-5 e 22-0 e 18-0 e 25-5 a 22-0 a 17-9 a
1200S162-43 33 27-1 e 23-5 e 19-1 e 27-1 a 23-5 a 17-9 a 27-1 e 23-5 e 19-1 e 27-1 a 23-5 a 17-9 a
1200S200-43 33 26-9 e 23-2 e 18-11 e 26-9 a 23-2 a 17-9 a 26-9 e 23-2 e 18-11 e 26-9 a 23-2 a 17-9 a
1200S250-43 33 28-11 e 25-0 e 20-5 e 28-11 a 25-0 a 17-9 a 28-11 e 25-0 e 20-5 e 28-11 a 25-0 a 17-9 a
1200S300-43 33 30-8 e 26-6 e 21-8 e 30-8 a 26-6 a 17-9 a 30-8 e 26-6 e 21-8 e 30-8 a 26-6 a 17-9 a
1200S137-54 33 30-3 26-2 e 21-5 e 30-3 i 26-2 i 21-5 i 28-7 25-11 e 21-5 e 30-3 i 26-2 i 21-5 i
1200S137-54 50 31-5 28-7 24-5 e 34-7 i 29-11 i 24-5 i 28-7 25-11 22-8 e 32-1 29-1 i 24-5 i
1200S162-54 33 32-0 27-8 e 22-7 e 32-0 i 27-8 i 22-7 i 29-6 26-9 e 22-7 e 32-0 i 27-8 i 22-7 i
1200S162-54 50 32-5 29-6 25-9 e 36-5 i 31-9 i 25-11 i 29-6 26-9 23-5 e 33-1 i 30-1 i 25-11 i
1200S200-54 33 32-11 28-6 e 23-3 e 32-11 i 28-6 i 23-3 a 30-5 27-7 e 23-3 e 32-11 i 28-6 i 23-3 a
1200S200-54 50 33-6 30-5 25-6 e 36-1 i 31-3 i 25-6 i 30-5 27-7 24-1 e 34-2 i 31-0 i 25-6 i
1200S250-54 33 34-3 29-8 e 24-2 e 34-3 i 29-8 i 24-2 a 31-9 28-10 e 24-2 e 34-3 i 29-8 i 24-2 a
1200S250-54 50 35-0 31-9 27-3 e 38-7 i 33-5 i 27-3 i 31-9 28-10 25-3 e 35-8 i 32-5 i 27-3 i
1200S300-54 33 36-1 e 31-3 e 25-6 e 36-1 i 31-3 i 25-6 a 33-0 30-0 e 25-6 e 36-1 i 31-3 i 25-6 a
1200S300-54 50 36-3 32-11 e 28-8 e 40-6 i 35-1 i 28-8 i 32-11 29-11 26-2 e 37-0 i 33-7 i 28-8 i
1200S137-68 33 33-10 30-9 25-5 36-0 31-2 i 25-5 i 30-9 27-11 24-4 34-6 31-2 i 25-5 i
1200S137-68 50 33-10 30-9 26-10 38-0 34-6 29-8 i 30-9 27-11 24-4 34-6 31-4 27-4 i
1200S162-68 33 34-11 31-9 26-9 37-10 32-9 i 26-9 i 31-9 28-10 25-2 35-8 32-4 i 26-9 i
1200S162-68 50 34-11 31-9 27-9 39-3 35-8 31-1 i 31-9 28-10 25-2 35-8 32-4 28-3 i
1200S200-68 33 36-0 32-9 27-11 39-7 34-3 i 27-11 i 32-9 29-9 26-0 36-9 33-5 i 27-11 i
1200S200-68 50 36-0 32-9 28-7 40-5 36-9 31-10 i 32-9 29-9 26-0 36-9 33-5 29-2 i
1200S250-68 33 37-8 34-3 29-6 41-9 i 36-2 i 29-6 i 34-3 31-1 27-2 38-5 34-11 i 29-6 i
1200S250-68 50 37-8 34-3 29-11 42-4 38-5 32-3 i 34-3 31-1 27-2 38-5 34-11 30-6 i
1200S300-68 33 39-2 35-7 30-4 e 42-11 i 37-2 i 30-4 i 35-7 32-4 28-3 39-11 36-4 i 30-4 i
1200S300-68 50 39-2 35-7 31-1 44-0 39-11 34-1 i 35-7 32-4 28-3 39-11 36-4 31-8 i
1200S162-97 33 39-1 35-6 31-0 43-10 38-8 31-7 35-6 32-3 28-2 39-10 36-2 31-7
1200S162-97 50 39-1 35-6 31-0 43-10 39-10 34-10 35-6 32-3 28-2 39-10 36-2 31-7
1200S200-97 33 40-4 36-7 32-0 45-3 40-7 33-1 36-7 33-3 29-1 41-1 37-4 32-7
1200S200-97 50 40-4 36-7 32-0 45-3 41-1 35-11 36-7 33-3 29-1 41-1 37-4 32-7
1200S250-97 33 42-2 38-4 33-5 47-4 43-0 35-5 38-4 34-10 30-5 43-0 39-1 34-1
1200S250-97 50 42-2 38-4 33-5 47-4 43-0 37-7 38-4 34-10 30-5 43-0 39-1 34-1
1200S300-97 33 43-10 39-10 34-10 49-3 44-9 37-5 39-10 36-2 31-7 44-9 40-8 35-6
1200S300-97 50 43-10 39-10 34-10 49-3 44-9 39-1 39-10 36-2 31-7 44-9 40-8 35-6
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 20 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1400S137-33 33 17-1 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 17-1 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a
1400S162-33 33 17-1 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 17-1 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a
1400S200-33 33 17-1 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 17-1 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a
1400S137-43 33 27-4 e 23-8 e 19-0 e 27-4 a 22-9 a 15-2 a 27-4 e 23-8 e 19-0 e 27-4 a 22-9 a 15-2 a
1400S162-43 33 29-1 e 25-2 e 19-0 e 29-1 a 22-9 a 15-2 a 29-1 e 25-2 e 19-0 e 29-1 a 22-9 a 15-2 a
1400S200-43 33 28-10 e 25-0 e 19-0 e 28-10 a 22-9 a 15-2 a 28-10 e 25-0 e 19-0 e 28-10 a 22-9 a 15-2 a
1400S250-43 33 31-2 e 27-0 e 19-0 e 30-5 a 22-9 a 15-2 a 31-2 e 27-0 e 19-0 e 30-5 a 22-9 a 15-2 a
1400S300-43 33 33-1 e 28-6 e 19-0 e 30-5 a 22-9 a 15-2 a 33-1 e 28-6 e 19-0 e 30-5 a 22-9 a 15-2 a
1400S137-54 33 32-4 e 28-0 e 22-10 e 32-4 i 28-0 i 22-10 a 32-4 e 28-0 e 22-10 e 32-4 i 28-0 i 22-10 a
1400S137-54 50 35-0 31-10 e 26-3 e 37-2 i 32-2 i 26-3 a 31-10 28-11 25-3 e 35-8 i 32-2 i 26-3 a
1400S162-54 33 34-3 e 29-8 e 24-2 e 34-3 i 29-8 i 24-2 a 33-7 e 29-8 e 24-2 e 34-3 i 29-8 i 24-2 a
1400S162-54 50 36-1 32-10 e 27-11 e 39-5 i 34-2 i 27-11 a 32-10 29-10 e 26-0 e 36-10 i 33-6 i 27-11 a
1400S200-54 33 35-4 e 30-7 e 25-0 e 35-4 i 30-7 i 25-0 a 34-7 e 30-7 e 25-0 e 35-4 i 30-7 i 25-0 a
1400S200-54 50 37-8 33-8 e 27-6 e 38-11 i 33-8 i 27-6 a 34-2 31-1 e 27-2 e 38-5 i 33-8 i 27-6 a
1400S250-54 33 36-9 e 31-10 e 26-0 e 36-9 i 31-10 a 26-0 a 36-0 e 31-10 e 26-0 e 36-9 i 31-10 a 26-0 a
1400S250-54 50 39-4 e 35-8 e 29-5 e 41-7 i 36-0 i 29-5 a 35-8 32-5 e 28-4 e 40-1 i 36-0 i 29-5 a
1400S300-54 33 38-10 e 33-7 e 27-5 e 38-10 i 33-7 a 27-5 a 37-5 e 33-7 e 27-5 e 38-10 i 33-7 a 27-5 a
1400S300-54 50 40-10 e 37-1 e 30-11 e 43-8 i 37-10 i 30-1 a 37-1 33-8 e 29-5 e 41-8 i 37-10 i 30-1 a
1400S137-68 33 38-8 33-10 27-7 39-1 i 33-10 i 27-7 i 35-1 31-11 27-7 39-1 i 33-10 i 27-7 i
1400S137-68 50 38-8 35-1 30-8 43-5 38-10 i 31-8 i 35-1 31-11 27-10 39-5 35-10 31-4 i
1400S162-68 33 39-10 35-6 29-0 e 41-0 i 35-6 i 29-0 i 36-2 32-11 28-9 e 40-8 i 35-6 i 29-0 i
1400S162-68 50 39-10 36-2 31-7 44-9 40-8 i 33-6 i 36-2 32-11 28-9 40-8 36-11 32-3 i
1400S200-68 33 41-0 37-2 30-4 e 42-11 i 37-2 i 30-4 i 37-3 33-10 29-7 e 41-10 i 37-2 i 30-4 i
1400S200-68 50 41-0 37-3 32-6 46-0 41-10 i 34-2 i 37-3 33-10 29-7 41-10 38-0 33-2 i
1400S250-68 33 42-9 38-10 31-10 e 45-0 i 39-0 i 31-10 i 38-10 35-3 30-10 e 43-7 i 39-0 i 31-10 i
1400S250-68 50 42-9 38-10 33-11 48-0 42-5 i 34-8 i 38-10 35-3 30-10 43-7 39-7 i 34-7 i
1400S300-68 33 44-4 39-9 32-6 e 45-11 i 39-9 i 32-6 i 40-3 36-7 32-0 e 45-3 i 39-9 i 32-6 i
1400S300-68 50 44-4 40-3 35-2 e 49-9 44-11 i 36-8 i 40-3 36-7 32-0 45-3 41-1 i 35-11 i
1400S162-97 33 44-7 40-6 35-4 50-0 43-8 35-8 40-6 36-9 32-2 45-6 41-4 35-8
1400S162-97 50 44-7 40-6 35-4 50-0 45-6 39-9 40-6 36-9 32-2 45-6 41-4 36-1
1400S200-97 33 45-11 41-8 36-5 51-6 45-7 37-3 41-8 37-10 33-1 46-10 42-6 37-2
1400S200-97 50 45-11 41-8 36-5 51-6 46-10 40-11 41-8 37-10 33-1 46-10 42-6 37-2
1400S250-97 33 47-10 43-6 38-0 53-9 48-7 39-8 43-6 39-6 34-6 48-10 44-4 38-9
1400S250-97 50 47-10 43-6 38-0 53-9 48-10 42-8 43-6 39-6 34-6 48-10 44-4 38-9
1400S300-97 33 49-8 45-1 39-5 55-9 50-8 41-9 i 45-1 41-0 35-10 50-8 46-0 40-2
1400S300-97 50 49-8 45-1 39-5 55-9 50-8 44-3 45-1 41-0 35-10 50-8 46-0 40-2
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 30 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
600S137-33 33 12-11 e 11-2 e 9-1 e 12-11 i 11-2 a 9-1 a 11-11 e 10-10 e 9-1 e 12-11 i 11-2 a 9-1 a
600S162-33 33 13-8 e 11-10 e 9-8 e 13-8 i 11-10 a 9-8 a 12-5 e 11-4 e 9-8 e 13-8 i 11-10 a 9-8 a
600S200-33 33 13-10 e 12-0 e 9-9 e 13-10 i 12-0 a 9-9 a 13-0 e 11-9 e 9-9 e 13-10 i 12-0 a 9-9 a
600S137-43 33 14-4 12-10 10-6 e 14-10 i 12-10 i 10-6 i 13-0 11-10 10-4 14-7 12-10 i 10-6 i
600S162-43 33 14-11 13-7 11-2 e 15-10 i 13-9 i 11-2 i 13-7 12-4 10-9 e 15-3 i 13-9 i 11-2 i
600S200-43 33 15-7 13-10 11-3 e 15-11 i 13-10 i 11-3 i 14-1 12-10 11-2 e 15-10 i 13-10 i 11-3 i
600S250-43 33 16-5 14-11 12-2 e 17-3 i 14-11 i 12-2 i 14-11 13-7 11-10 e 16-9 i 14-11 i 12-2 i
600S300-43 33 17-1 15-7 e 12-11 e 18-3 i 15-10 i 12-11 i 15-7 14-1 12-4 e 17-6 i 15-10 i 12-11 i
600S137-54 33 15-4 13-11 11-8 16-7 14-4 11-8 i 13-11 12-8 11-1 15-8 14-3 11-8 i
600S137-54 50 15-4 13-11 12-2 17-3 15-8 13-8 13-11 12-8 11-1 15-8 14-3 12-5
600S162-54 33 16-0 14-7 12-6 17-8 15-3 12-6 i 14-7 13-3 11-7 16-4 14-10 12-6 i
600S162-54 50 16-0 14-7 12-9 18-0 16-4 14-3 14-7 13-3 11-7 16-4 14-10 13-0
600S200-54 33 16-9 15-2 13-1 18-6 16-0 13-1 i 15-2 13-9 12-0 17-1 15-6 13-1 i
600S200-54 50 16-9 15-2 13-3 18-9 17-1 14-11 i 15-2 13-9 12-0 17-1 15-6 13-6
600S250-54 33 17-8 16-1 13-9 19-6 16-10 i 13-9 i 16-1 14-7 12-9 18-0 16-4 13-9 i
600S250-54 50 17-7 16-0 13-11 19-9 17-11 15-8 i 16-0 14-6 12-8 17-11 16-3 14-3
600S300-54 33 18-6 16-10 14-7 20-8 17-11 i 14-7 i 16-10 15-3 13-4 18-11 17-2 i 14-7 i
600S300-54 50 18-3 16-7 14-6 20-6 18-8 16-3 i 16-7 15-1 13-2 18-8 16-11 14-9 i
600S137-68 33 16-6 15-0 13-0 18-5 15-11 13-0 15-0 13-7 11-11 16-10 15-4 13-0
600S137-68 50 16-6 15-0 13-1 18-6 16-10 14-8 15-0 13-7 11-11 16-10 15-4 13-4
600S162-68 33 17-3 15-8 13-8 19-4 17-0 13-11 15-8 14-3 12-5 17-7 16-0 13-11
600S162-68 50 17-3 15-8 13-8 19-4 17-7 15-4 15-8 14-3 12-5 17-7 16-0 13-11
600S200-68 33 18-0 16-4 14-3 20-2 18-1 14-9 16-4 14-10 12-11 18-4 16-8 14-6
600S200-68 50 18-0 16-4 14-3 20-2 18-4 16-0 16-4 14-10 12-11 18-4 16-8 14-6
600S250-68 33 19-0 17-3 15-1 21-4 19-5 15-10 17-3 15-8 13-8 19-5 17-7 15-5
600S250-68 50 19-0 17-3 15-1 21-4 19-5 16-11 17-3 15-8 13-8 19-5 17-7 15-5
600S300-68 33 19-11 18-1 15-10 22-5 20-1 16-5 18-1 16-5 14-4 20-4 18-6 16-1
600S300-68 50 19-10 18-0 15-9 22-4 20-3 17-8 18-0 16-5 14-4 20-3 18-5 16-1
600S162-97 33 19-2 17-5 15-3 21-7 19-7 16-4 17-5 15-10 13-10 19-7 17-10 15-6
600S162-97 50 19-2 17-5 15-3 21-7 19-7 17-1 17-5 15-10 13-10 19-7 17-10 15-6
600S200-97 33 20-0 18-2 15-11 22-6 20-5 17-5 18-2 16-6 14-5 20-5 18-7 16-3
600S200-97 50 20-0 18-2 15-11 22-6 20-5 17-10 18-2 16-6 14-5 20-5 18-7 16-3
600S250-97 33 21-3 19-3 16-10 23-10 21-8 18-11 19-3 17-6 15-3 21-8 19-8 17-2
600S250-97 50 21-3 19-3 16-10 23-10 21-8 18-11 19-3 17-6 15-3 21-8 19-8 17-2
600S300-97 33 22-3 20-3 17-8 25-0 22-8 19-10 20-3 18-4 16-0 22-8 20-7 18-0
600S300-97 50 22-3 20-3 17-8 25-0 22-8 19-10 20-3 18-4 16-0 22-8 20-7 18-0
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 30 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
800S137-33 33 14-9 e 12-9 e 10-5 e 14-9 a 12-9 a 9-1 a 14-9 e 12-9 e 10-5 e 14-9 a 12-9 a 9-1 a
800S162-33 33 15-8 e 13-7 e 11-1 e 15-8 a 13-7 a 9-1 a 15-8 e 13-7 e 11-1 e 15-8 a 13-7 a 9-1 a
800S200-33 33 15-10 e 13-9 e 11-2 e 15-10 a 13-8 a 9-1 a 15-10 e 13-9 e 11-2 e 15-10 a 13-8 a 9-1 a
800S137-43 33 18-1 15-11 e 13-0 e 18-4 i 15-11 i 13-0 a 16-5 14-11 e 13-0 e 18-4 i 15-11 i 13-0 a
800S162-43 33 18-10 e 16-10 e 13-9 e 19-5 i 16-10 i 13-9 a 17-1 15-6 e 13-7 e 19-2 i 16-10 i 13-9 a
800S200-43 33 19-3 e 16-8 e 13-7 e 19-3 i 16-8 i 13-7 a 17-9 16-1 e 13-7 e 19-3 i 16-8 i 13-7 a
800S250-43 33 20-7 e 17-11 e 14-7 e 20-8 i 17-11 i 14-7 a 18-8 e 16-11 e 14-7 e 20-8 i 17-11 i 14-7 a
800S300-43 33 21-4 e 18-11 e 15-5 e 21-10 i 18-11 a 15-5 a 19-5 e 17-8 e 15-5 e 21-10 i 18-11 a 15-5 a
800S137-54 33 19-6 17-8 14-5 20-5 17-8 i 14-5 i 17-8 16-1 14-0 19-10 17-8 i 14-5 i
800S137-54 50 19-6 17-8 15-5 21-10 19-10 17-4 i 17-8 16-1 14-0 19-10 18-0 15-9 i
800S162-54 33 20-3 18-5 15-4 21-8 i 18-9 i 15-4 i 18-5 16-8 14-7 20-8 18-9 i 15-4 i
800S162-54 50 20-3 18-5 16-1 22-9 20-8 18-0 i 18-5 16-8 14-7 20-8 18-9 16-4 i
800S200-54 33 21-0 19-1 15-11 e 22-6 i 19-6 i 15-11 i 19-1 17-4 15-2 21-5 i 19-5 i 15-11 i
800S200-54 50 21-0 19-1 16-8 23-7 21-5 i 18-4 i 19-1 17-4 15-2 21-5 19-5 17-0 i
800S250-54 33 22-1 20-1 16-9 e 23-8 i 20-6 i 16-9 i 20-1 18-3 15-11 e 22-7 i 20-6 i 16-9 i
800S250-54 50 22-0 20-0 17-6 24-9 22-5 i 19-6 i 20-0 18-2 15-10 22-5 20-5 17-10 i
800S300-54 33 23-1 21-0 17-8 e 25-0 i 21-8 i 17-8 i 21-0 19-1 16-8 e 23-7 i 21-5 i 17-8 i
800S300-54 50 22-10 20-9 18-1 25-8 23-4 i 20-4 i 20-9 18-10 16-6 23-4 21-2 i 18-6 i
800S137-68 33 20-11 19-0 16-1 22-9 19-9 16-1 19-0 17-3 15-1 21-4 19-5 16-1
800S137-68 50 20-11 19-0 16-7 23-6 21-4 18-8 19-0 17-3 15-1 21-4 19-5 16-11
800S162-68 33 21-9 19-9 17-1 24-2 20-11 17-1 i 19-9 17-11 15-8 22-2 20-2 17-1 i
800S162-68 50 21-9 19-9 17-3 24-5 22-2 19-5 19-9 17-11 15-8 22-2 20-2 17-7
800S200-68 33 22-7 20-6 17-11 25-4 22-1 18-0 i 20-6 18-8 16-3 23-1 20-11 18-0 i
800S200-68 50 22-7 20-6 17-11 25-4 23-1 20-2 20-6 18-8 16-3 23-1 20-11 18-3
800S250-68 33 23-9 21-7 18-10 26-9 23-6 19-2 i 21-7 19-8 17-2 24-3 22-1 19-2 i
800S250-68 50 23-9 21-7 18-10 26-9 24-3 21-2 21-7 19-8 17-2 24-3 22-1 19-3
800S300-68 33 24-10 22-7 19-9 27-11 24-4 19-10 i 22-7 20-6 17-11 25-4 23-0 19-10 i
800S300-68 50 24-9 22-6 19-8 27-10 25-3 22-1 22-6 20-5 17-10 25-3 22-11 20-0
800S162-97 33 24-3 22-1 19-3 27-3 24-8 20-1 22-1 20-0 17-6 24-9 22-6 19-8
800S162-97 50 24-3 22-1 19-3 27-3 24-9 21-8 22-1 20-0 17-6 24-9 22-6 19-8
800S200-97 33 25-3 22-11 20-0 28-4 25-9 21-4 22-11 20-10 18-2 25-9 23-4 20-5
800S200-97 50 25-3 22-11 20-0 28-4 25-9 22-6 22-11 20-10 18-2 25-9 23-4 20-5
800S250-97 33 26-7 24-2 21-1 29-10 27-1 23-1 24-2 21-11 19-2 27-1 24-8 21-6
800S250-97 50 26-7 24-2 21-1 29-10 27-1 23-8 24-2 21-11 19-2 27-1 24-8 21-6
800S300-97 33 27-10 25-3 22-1 31-3 28-4 24-6 25-3 22-11 20-0 28-4 25-9 22-6
800S300-97 50 27-10 25-3 22-1 31-3 28-4 24-9 25-3 22-11 20-0 28-4 25-9 22-6
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 30 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
925S137-33 33 15-9 e 13-8 e 9-9 e 15-8 a 11-9 a 7-10 a 15-9 e 13-8 e 9-9 e 15-8 a 11-9 a 7-10 a
925S162-33 33 16-9 e 14-6 e 9-9 e 15-8 a 11-9 a 7-10 a 16-9 e 14-6 e 9-9 e 15-8 a 11-9 a 7-10 a
925S200-33 33 17-0 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a 17-0 e 14-8 e 9-9 e 15-8 a 11-9 a 7-10 a
925S137-43 33 19-7 e 17-0 e 13-10 e 19-7 i 17-0 i 13-10 a 18-7 e 16-10 e 13-10 e 19-7 i 17-0 i 13-10 a
925S162-43 33 20-10 e 18-0 e 14-8 e 20-10 i 18-0 a 14-8 a 19-3 e 17-6 e 14-8 e 20-10 i 18-0 a 14-8 a
925S200-43 33 20-6 e 17-9 e 14-6 e 20-6 i 17-9 a 14-6 a 19-11 e 17-9 e 14-6 e 20-6 i 17-9 a 14-6 a
925S250-43 33 22-1 e 19-2 e 15-8 e 22-1 i 19-2 a 15-8 a 20-11 e 19-0 e 15-8 e 22-1 i 19-2 a 15-8 a
925S300-43 33 23-5 e 20-3 e 16-6 e 23-5 a 20-3 a 16-6 a 21-9 e 19-9 e 16-6 e 23-5 a 20-3 a 16-6 a
925S137-54 33 22-0 19-9 16-1 e 22-10 i 19-9 i 16-1 i 20-0 18-2 15-10 e 22-5 i 19-9 i 16-1 i
925S137-54 50 22-0 20-0 17-5 24-8 22-5 i 18-10 i 20-0 18-2 15-10 22-5 20-4 i 17-9 i
925S162-54 33 22-10 20-9 17-0 e 24-1 i 20-10 i 17-0 i 20-9 18-10 16-5 e 23-3 i 20-10 i 17-0 i
925S162-54 50 22-10 20-9 18-1 25-7 23-3 i 19-11 i 20-9 18-10 16-5 23-3 21-2 i 18-5 i
925S200-54 33 23-7 21-5 17-8 e 25-0 i 21-8 i 17-8 i 21-5 19-6 17-0 e 24-1 i 21-8 i 17-8 i
925S200-54 50 23-7 21-5 18-9 e 26-6 23-11 i 19-7 i 21-5 19-6 17-0 24-1 21-10 i 19-1 i
925S250-54 33 24-9 22-6 e 18-6 e 26-2 i 22-8 i 18-6 i 22-6 20-5 17-10 e 25-3 i 22-8 i 18-6 i
925S250-54 50 24-9 22-6 19-7 e 27-9 i 25-3 i 20-10 i 22-6 20-5 17-10 25-3 22-11 i 20-0 i
925S300-54 33 25-10 23-6 e 19-6 e 27-8 i 23-11 i 19-6 i 23-6 21-4 18-8 e 26-5 i 23-11 i 19-6 i
925S300-54 50 25-8 23-4 20-4 e 28-10 i 26-2 i 21-10 i 23-4 21-2 18-6 26-2 23-9 i 20-9 i
925S137-68 33 23-8 21-6 18-0 25-5 22-0 18-0 i 21-6 19-6 17-0 24-1 21-11 18-0 i
925S137-68 50 23-8 21-6 18-9 26-7 24-1 21-1 21-6 19-6 17-0 24-1 21-11 19-2
925S162-68 33 24-6 22-3 19-0 26-11 23-3 19-0 i 22-3 20-3 17-8 25-0 22-9 19-0 i
925S162-68 50 24-6 22-3 19-6 27-7 25-0 21-10 i 22-3 20-3 17-8 25-0 22-9 19-10
925S200-68 33 25-5 23-1 20-0 28-3 24-6 i 20-0 i 23-1 21-0 18-4 25-11 23-6 20-0 i
925S200-68 50 25-5 23-1 20-2 28-6 25-11 22-8 i 23-1 21-0 18-4 25-11 23-6 20-7
925S250-68 33 26-8 24-3 21-2 30-0 26-0 i 21-3 i 24-3 22-0 19-3 27-3 24-9 i 21-3 i
925S250-68 50 26-8 24-3 21-2 30-0 27-3 23-9 i 24-3 22-0 19-3 27-3 24-9 21-7
925S300-68 33 27-10 25-4 21-11 31-0 26-10 i 21-11 i 25-4 23-0 20-1 28-5 25-10 i 21-11 i
925S300-68 50 27-9 25-2 22-0 31-2 28-3 24-8 i 25-2 22-11 20-0 28-3 25-8 22-5 i
925S162-97 33 27-5 24-11 21-9 30-9 27-6 22-5 24-11 22-7 19-9 27-11 25-5 22-2
925S162-97 50 27-5 24-11 21-9 30-9 27-11 24-5 24-11 22-7 19-9 27-11 25-5 22-2
925S200-97 33 28-5 25-9 22-6 31-10 28-11 23-8 25-9 23-5 20-5 28-11 26-4 23-0
925S200-97 50 28-5 25-9 22-6 31-10 28-11 25-3 25-9 23-5 20-5 28-11 26-4 23-0
925S250-97 33 29-10 27-1 23-8 33-6 30-5 25-6 27-1 24-7 21-6 30-5 27-8 24-2
925S250-97 50 29-10 27-1 23-8 33-6 30-5 26-7 27-1 24-7 21-6 30-5 27-8 24-2
925S300-97 33 31-2 28-4 24-9 35-0 31-9 27-0 28-4 25-8 22-5 31-9 28-10 25-3
925S300-97 50 31-2 28-4 24-9 35-0 31-9 27-9 28-4 25-8 22-5 31-9 28-10 25-3
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 30 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1000S137-33 33 16-5 e 13-7 e 9-0 e 14-6 a 10-10 a 7-3 a 16-5 e 13-7 e 9-0 e 14-6 a 10-10 a 7-3 a
1000S162-33 33 17-5 e 13-7 e 9-0 e 14-6 a 10-10 a 7-3 a 17-5 e 13-7 e 9-0 e 14-6 a 10-10 a 7-3 a
1000S200-33 33 17-8 e 13-7 e 9-0 e 14-6 a 10-10 a 7-3 a 17-8 e 13-7 e 9-0 e 14-6 a 10-10 a 7-3 a
1000S137-43 33 20-3 e 17-7 e 14-4 e 20-3 i 17-7 a 14-4 a 19-10 e 17-7 e 14-4 e 20-3 i 17-7 a 14-4 a
1000S162-43 33 21-6 e 18-8 e 15-3 e 21-6 i 18-8 a 15-3 a 20-6 e 18-8 e 15-3 e 21-6 i 18-8 a 15-3 a
1000S200-43 33 21-3 e 18-5 e 15-0 e 21-3 i 18-5 a 15-0 a 21-3 e 18-5 e 15-0 e 21-3 i 18-5 a 15-0 a
1000S250-43 33 22-11 e 19-10 e 16-3 e 22-11 a 19-10 a 16-1 a 22-3 e 19-10 e 16-3 e 22-11 a 19-10 a 16-1 a
1000S300-43 33 24-3 e 21-0 e 17-2 e 24-3 a 21-0 a 16-1 a 23-2 e 21-0 e 17-2 e 24-3 a 21-0 a 16-1 a
1000S137-54 33 23-6 21-0 17-1 e 24-3 i 21-0 i 17-1 i 21-4 19-5 16-11 e 23-11 i 21-0 i 17-1 i
1000S137-54 50 23-6 21-4 18-8 e 26-4 i 23-10 i 19-6 i 21-4 19-5 16-11 23-11 21-9 i 19-0 i
1000S162-54 33 24-4 22-1 e 18-0 e 25-6 i 22-1 i 18-0 i 22-1 20-1 17-6 e 24-10 i 22-1 i 18-0 i
1000S162-54 50 24-4 22-1 19-4 e 27-4 i 24-10 i 20-8 i 22-1 20-1 17-6 24-10 22-6 i 19-8 i
1000S200-54 33 25-2 22-10 e 18-8 e 26-5 i 22-10 i 18-8 i 22-10 20-9 18-2 e 25-8 i 22-10 i 18-8 i
1000S200-54 50 25-2 22-10 19-11 e 28-3 i 24-10 i 20-3 i 22-10 20-9 18-2 e 25-8 23-4 i 20-3 i
1000S250-54 33 26-5 23-8 e 19-4 e 27-4 i 23-8 i 19-4 a 24-0 21-9 e 19-0 e 26-11 i 23-8 i 19-4 a
1000S250-54 50 26-4 23-11 20-11 e 29-7 i 26-6 i 21-7 i 23-11 21-9 19-0 e 26-11 i 24-5 i 21-4 i
1000S300-54 33 27-6 24-10 e 20-4 e 28-9 i 24-10 i 20-4 a 25-0 22-8 e 19-10 e 28-0 i 24-10 i 20-4 a
1000S300-54 50 27-4 24-10 21-8 e 30-8 i 27-9 i 22-8 i 24-10 22-6 19-8 e 27-10 i 25-4 i 22-1 i
1000S137-68 33 25-3 22-11 19-1 27-0 23-5 19-1 i 22-11 20-10 18-2 25-9 23-5 19-1 i
1000S137-68 50 25-3 22-11 20-0 28-4 25-9 22-6 i 22-11 20-10 18-2 25-9 23-5 20-5
1000S162-68 33 26-2 23-9 20-2 28-6 24-8 i 20-2 i 23-9 21-7 18-10 26-8 24-3 i 20-2 i
1000S162-68 50 26-2 23-9 20-9 29-5 26-8 23-4 i 23-9 21-7 18-10 26-8 24-3 21-2
1000S200-68 33 27-1 24-7 21-2 29-11 25-11 i 21-2 i 24-7 22-4 19-6 27-7 25-1 i 21-2 i
1000S200-68 50 27-1 24-7 21-6 30-5 27-7 24-1 i 24-7 22-4 19-6 27-7 25-1 21-11 i
1000S250-68 33 28-5 25-10 22-5 31-9 i 27-6 i 22-5 i 25-10 23-5 20-6 29-0 26-4 i 22-5 i
1000S250-68 50 28-5 25-10 22-6 31-11 29-0 25-4 i 25-10 23-5 20-6 29-0 26-4 23-0 i
1000S300-68 33 29-7 26-11 23-2 32-9 i 28-4 i 23-2 i 26-11 24-5 21-4 30-2 27-5 i 23-2 i
1000S300-68 50 29-6 26-10 23-5 33-2 30-1 26-3 i 26-10 24-4 21-3 30-1 27-4 23-11 i
1000S162-97 33 29-3 26-7 23-2 32-10 29-2 23-9 26-7 24-2 21-1 29-10 27-1 23-8
1000S162-97 50 29-3 26-7 23-2 32-10 29-10 26-1 26-7 24-2 21-1 29-10 27-1 23-8
1000S200-97 33 30-3 27-6 24-0 34-0 30-8 25-0 27-6 25-0 21-10 30-10 28-0 24-6
1000S200-97 50 30-3 27-6 24-0 34-0 30-10 27-0 27-6 25-0 21-10 30-10 28-0 24-6
1000S250-97 33 31-9 28-10 25-2 35-8 32-5 26-11 28-10 26-3 22-11 32-5 29-5 25-9
1000S250-97 50 31-9 28-10 25-2 35-8 32-5 28-4 28-10 26-3 22-11 32-5 29-5 25-9
1000S300-97 33 33-2 30-1 26-3 37-2 33-10 28-6 30-1 27-4 23-11 33-10 30-8 26-10
1000S300-97 50 33-2 30-1 26-3 37-2 33-10 29-6 30-1 27-4 23-11 33-10 30-8 26-10
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 30 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1125S137-33 33 16-0 e 12-0 e 8-0 e 12-10 a 9-7 a 6-5 a 16-0 e 12-0 e 8-0 e 12-10 a 9-7 a 6-5 a
1125S162-33 33 16-0 e 12-0 e 8-0 e 12-10 a 9-7 a 6-5 a 16-0 e 12-0 e 8-0 e 12-10 a 9-7 a 6-5 a
1125S200-33 33 16-0 e 12-0 e 8-0 e 12-10 a 9-7 a 6-5 a 16-0 e 12-0 e 8-0 e 12-10 a 9-7 a 6-5 a
1125S137-43 33 21-4 e 18-6 e 15-1 e 21-4 a 18-6 a 14-3 a 21-4 e 18-6 e 15-1 e 21-4 a 18-6 a 14-3 a
1125S162-43 33 22-9 e 19-8 e 16-1 e 22-9 a 19-8 a 14-3 a 22-8 e 19-8 e 16-1 e 22-9 a 19-8 a 14-3 a
1125S200-43 33 22-6 e 19-5 e 15-11 e 22-6 a 19-5 a 14-3 a 22-6 e 19-5 e 15-11 e 22-6 a 19-5 a 14-3 a
1125S250-43 33 24-3 e 21-0 e 17-2 e 24-3 a 21-0 a 14-3 a 24-3 e 21-0 e 17-2 e 24-3 a 21-0 a 14-3 a
1125S300-43 33 25-8 e 22-3 e 17-10 e 25-8 a 21-4 a 14-3 a 25-5 e 22-3 e 17-10 e 25-8 a 21-4 a 14-3 a
1125S137-54 33 25-6 22-1 e 18-0 e 25-6 i 22-1 i 18-0 a 23-7 21-5 e 18-0 e 25-6 i 22-1 i 18-0 a
1125S137-54 50 26-0 23-7 20-6 e 29-1 i 25-2 i 20-6 i 23-7 21-5 18-9 e 26-6 i 24-1 i 20-6 i
1125S162-54 33 26-10 23-4 e 19-0 e 26-11 i 23-4 i 19-0 a 24-5 22-2 e 19-0 e 26-11 i 23-4 i 19-0 a
1125S162-54 50 26-10 24-5 21-4 e 30-2 i 26-8 i 21-9 i 24-5 22-2 19-4 e 27-5 i 24-10 i 21-9 i
1125S200-54 33 27-8 e 24-0 e 19-7 e 27-9 i 24-0 i 19-7 a 25-2 22-10 e 19-7 e 27-9 i 24-0 i 19-7 a
1125S200-54 50 27-8 25-2 21-5 e 30-4 i 26-3 i 21-5 i 25-2 22-10 20-0 e 28-3 i 25-8 i 21-5 i
1125S250-54 33 28-10 e 24-11 e 20-4 e 28-10 i 24-11 i 20-4 a 26-4 23-11 e 20-4 e 28-10 i 24-11 i 20-4 a
1125S250-54 50 29-0 26-4 e 22-10 e 32-4 i 28-0 i 22-10 a 26-4 23-11 20-11 e 29-7 i 26-10 i 22-10 a
1125S300-54 33 30-2 e 26-3 e 21-5 e 30-4 i 26-3 i 21-5 a 27-5 e 24-11 e 21-5 e 30-4 i 26-3 i 21-5 a
1125S300-54 50 30-0 27-3 e 23-10 e 33-8 i 29-5 i 24-0 a 27-3 24-9 21-7 e 30-7 i 27-10 i 24-0 a
1125S137-68 33 27-11 25-5 20-11 29-7 25-8 i 20-11 i 25-5 23-1 20-2 28-6 25-8 i 20-11 i
1125S137-68 50 27-11 25-5 22-2 31-4 28-6 24-11 i 25-5 23-1 20-2 28-6 25-11 22-7 i
1125S162-68 33 28-11 26-3 22-0 31-2 i 27-0 i 22-0 i 26-3 23-10 20-10 29-6 26-9 i 22-0 i
1125S162-68 50 28-11 26-3 22-11 32-5 29-6 25-9 i 26-3 23-10 20-10 29-6 26-9 23-5 i
1125S200-68 33 29-10 27-1 23-1 32-8 i 28-3 i 23-1 i 27-1 24-7 21-6 30-5 27-8 i 23-1 i
1125S200-68 50 29-10 27-1 23-8 33-6 30-5 26-7 i 27-1 24-7 21-6 30-5 27-8 24-2 i
1125S250-68 33 31-3 28-4 24-4 e 34-6 i 29-10 i 24-4 i 28-4 25-9 22-6 31-10 i 28-11 i 24-4 i
1125S250-68 50 31-3 28-4 24-9 35-1 31-10 i 27-1 i 28-4 25-9 22-6 31-10 28-11 25-3 i
1125S300-68 33 32-6 29-6 25-2 e 35-7 i 30-10 i 25-2 i 29-6 26-10 23-5 e 33-2 i 30-1 i 25-2 i
1125S300-68 50 32-5 29-6 25-9 36-5 33-1 i 28-8 i 29-6 26-9 23-5 33-1 30-1 26-3 i
1125S162-97 33 32-3 29-4 25-7 36-3 31-10 26-0 29-4 26-8 23-3 32-11 29-11 26-0
1125S162-97 50 32-3 29-4 25-7 36-3 32-11 28-9 29-4 26-8 23-3 32-11 29-11 26-2
1125S200-97 33 33-4 30-4 26-6 37-5 33-6 27-4 30-4 27-6 24-0 34-0 30-11 27-0
1125S200-97 50 33-4 30-4 26-6 37-5 34-0 29-9 30-4 27-6 24-0 34-0 30-11 27-0
1125S250-97 33 34-11 31-9 27-9 39-3 35-8 29-3 31-9 28-10 25-2 35-8 32-5 28-3
1125S250-97 50 34-11 31-9 27-9 39-3 35-8 31-2 31-9 28-10 25-2 35-8 32-5 28-3
1125S300-97 33 36-5 33-1 28-10 40-10 37-1 30-11 33-1 30-0 26-3 37-1 33-9 29-5
1125S300-97 50 36-5 33-1 28-10 40-10 37-1 32-5 33-1 30-0 26-3 37-1 33-9 29-5
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 30 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1200S137-33 33 15-0 e 11-3 e 7-6 e 12-0 a 9-0 a 6-0 a 15-0 e 11-3 e 7-6 e 12-0 a 9-0 a 6-0 a
1200S162-33 33 15-0 e 11-3 e 7-6 e 12-0 a 9-0 a 6-0 a 15-0 e 11-3 e 7-6 e 12-0 a 9-0 a 6-0 a
1200S200-33 33 15-0 e 11-3 e 7-6 e 12-0 a 9-0 a 6-0 a 15-0 e 11-3 e 7-6 e 12-0 a 9-0 a 6-0 a
1200S137-43 33 22-0 e 19-1 e 15-7 e 22-0 a 19-1 a 13-4 a 22-0 e 19-1 e 15-7 e 22-0 a 19-1 a 13-4 a
1200S162-43 33 23-5 e 20-3 e 16-7 e 23-5 a 20-0 a 13-4 a 23-5 e 20-3 e 16-7 e 23-5 a 20-0 a 13-4 a
1200S200-43 33 23-2 e 20-1 e 16-4 e 23-2 a 20-0 a 13-4 a 23-2 e 20-1 e 16-4 e 23-2 a 20-0 a 13-4 a
1200S250-43 33 25-0 e 21-8 e 16-8 e 25-0 a 20-0 a 13-4 a 25-0 e 21-8 e 16-8 e 25-0 a 20-0 a 13-4 a
1200S300-43 33 26-6 e 23-0 e 16-8 e 26-6 a 20-0 a 13-4 a 26-6 e 23-0 e 16-8 e 26-6 a 20-0 a 13-4 a
1200S137-54 33 26-2 e 22-8 e 18-6 e 26-2 i 22-8 i 18-6 a 24-11 22-8 e 18-6 e 26-2 i 22-8 i 18-6 a
1200S137-54 50 27-5 24-11 e 21-2 e 29-11 i 25-11 i 21-2 i 24-11 22-8 19-9 e 28-0 i 25-5 i 21-2 i
1200S162-54 33 27-8 e 24-0 e 19-7 e 27-8 i 24-0 i 19-7 a 25-9 23-5 e 19-7 e 27-8 i 24-0 i 19-7 a
1200S162-54 50 28-4 25-9 e 22-5 e 31-9 i 27-6 i 22-5 a 25-9 23-5 20-5 e 28-11 i 26-3 i 22-5 a
1200S200-54 33 28-6 e 24-8 e 20-2 e 28-6 i 24-8 i 20-2 a 26-7 e 24-1 e 20-2 e 28-6 i 24-8 i 20-2 a
1200S200-54 50 29-3 26-7 e 22-1 e 31-3 i 27-1 i 22-1 a 26-7 24-1 21-1 e 29-10 i 27-1 i 22-1 a
1200S250-54 33 29-8 e 25-8 e 20-11 e 29-8 i 25-8 i 20-11 a 27-9 e 25-3 e 20-11 e 29-8 i 25-8 i 20-11 a
1200S250-54 50 30-7 27-9 e 23-7 e 33-5 i 28-11 i 23-7 a 27-9 25-3 e 22-0 e 31-2 i 28-4 i 23-7 a
1200S300-54 33 31-3 e 27-1 e 22-1 e 31-3 i 27-1 a 22-1 a 28-10 e 26-2 e 22-1 e 31-3 i 27-1 a 22-1 a
1200S300-54 50 31-8 28-9 e 24-9 e 35-1 i 30-4 i 24-9 a 28-9 26-2 e 22-10 e 32-4 i 29-4 i 24-9 a
1200S137-68 33 29-6 26-10 22-0 31-2 i 27-0 i 22-0 i 26-10 24-4 21-3 30-2 27-0 i 22-0 i
1200S137-68 50 29-6 26-10 23-5 33-2 30-2 25-8 i 26-10 24-4 21-3 30-2 27-4 23-11 i
1200S162-68 33 30-6 27-9 23-2 e 32-9 i 28-4 i 23-2 i 27-9 25-2 22-0 31-1 i 28-3 i 23-2 i
1200S162-68 50 30-6 27-9 24-2 34-3 31-1 i 27-1 i 27-9 25-2 22-0 31-1 28-3 24-8 i
1200S200-68 33 31-6 28-7 24-2 e 34-3 i 29-8 i 24-2 i 28-7 26-0 22-8 e 32-1 i 29-2 i 24-2 i
1200S200-68 50 31-6 28-7 25-0 35-4 32-1 i 27-7 i 28-7 26-0 22-8 32-1 29-2 25-6 i
1200S250-68 33 32-11 29-11 25-6 e 36-2 i 31-3 i 25-6 i 29-11 27-2 23-9 e 33-7 i 30-6 i 25-6 i
1200S250-68 50 32-11 29-11 26-1 36-11 33-7 i 27-11 i 29-11 27-2 23-9 33-7 30-6 i 26-8 i
1200S300-68 33 34-3 31-1 26-3 e 37-2 i 32-2 i 26-3 i 31-1 28-3 24-8 e 34-11 i 31-8 i 26-3 i
1200S300-68 50 34-3 31-1 27-2 38-5 34-11 i 29-6 i 31-1 28-3 24-8 34-11 31-8 i 27-8 i
1200S162-97 33 34-1 31-0 27-1 38-4 33-6 27-4 31-0 28-2 24-7 34-10 31-7 27-4
1200S162-97 50 34-1 31-0 27-1 38-4 34-10 30-5 31-0 28-2 24-7 34-10 31-7 27-7
1200S200-97 33 35-2 32-0 27-11 39-6 35-1 28-8 32-0 29-1 25-4 35-11 32-7 28-6
1200S200-97 50 35-2 32-0 27-11 39-6 35-11 31-4 32-0 29-1 25-4 35-11 32-7 28-6
1200S250-97 33 36-10 33-5 29-3 41-4 37-7 30-8 33-5 30-5 26-6 37-7 34-1 29-10
1200S250-97 50 36-10 33-5 29-3 41-4 37-7 32-10 33-5 30-5 26-6 37-7 34-1 29-10
1200S300-97 33 38-4 34-10 30-5 43-0 39-1 32-5 i 34-10 31-7 27-7 39-1 35-6 31-0
1200S300-97 50 38-4 34-10 30-5 43-0 39-1 34-2 34-10 31-7 27-7 39-1 35-6 31-0
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 30 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1400S137-33 33 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a
1400S162-33 33 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a
1400S200-33 33 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a
1400S137-43 33 23-8 e 20-6 e 14-3 e 22-9 a 17-1 a 11-4 a 23-8 e 20-6 e 14-3 e 22-9 a 17-1 a 11-4 a
1400S162-43 33 25-2 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a 25-2 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a
1400S200-43 33 25-0 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a 25-0 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a
1400S250-43 33 27-0 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a 27-0 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a
1400S300-43 33 28-6 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a 28-6 e 21-4 e 14-3 e 22-9 a 17-1 a 11-4 a
1400S137-54 33 28-0 e 24-3 e 19-10 e 28-0 i 24-3 a 19-10 a 28-0 e 24-3 e 19-10 e 28-0 i 24-3 a 19-10 a
1400S137-54 50 30-7 e 27-9 e 22-9 e 32-2 i 27-10 i 22-7 a 27-9 25-3 e 22-0 e 31-2 i 27-10 i 22-7 a
1400S162-54 33 29-8 e 25-8 e 20-11 e 29-8 i 25-8 a 20-11 a 29-4 e 25-8 e 20-11 e 29-8 i 25-8 a 20-11 a
1400S162-54 50 31-7 e 28-8 e 24-2 e 34-2 i 29-7 a 22-7 a 28-8 26-0 e 22-9 e 32-2 i 29-3 a 22-7 a
1400S200-54 33 30-7 e 26-6 e 21-7 e 30-7 i 26-6 a 21-7 a 30-2 e 26-6 e 21-7 e 30-7 i 26-6 a 21-7 a
1400S200-54 50 32-11 e 29-2 e 23-10 e 33-8 i 29-2 a 22-7 a 29-10 e 27-2 e 23-8 e 33-6 i 29-2 a 22-7 a
1400S250-54 33 31-10 e 27-7 e 22-6 e 31-10 a 27-7 a 22-6 a 31-6 e 27-7 e 22-6 e 31-10 a 27-7 a 22-6 a
1400S250-54 50 34-4 e 31-2 e 25-5 e 36-0 i 31-2 a 22-7 a 31-2 e 28-4 e 24-9 e 35-0 i 31-2 a 22-7 a
1400S300-54 33 33-7 e 29-1 e 23-9 e 33-7 a 29-1 a 22-7 a 32-8 e 29-1 e 23-9 e 33-7 a 29-1 a 22-7 a
1400S300-54 50 35-8 e 32-5 e 26-9 e 37-10 i 32-9 a 22-7 a 32-5 e 29-5 e 25-8 e 36-4 i 32-9 a 22-7 a
1400S137-68 33 33-9 29-4 23-11 e 33-10 i 29-4 i 23-11 i 30-8 27-10 23-11 e 33-10 i 29-4 i 23-11 i
1400S137-68 50 33-9 30-8 26-10 e 37-11 33-7 i 27-5 i 30-8 27-10 24-4 34-5 31-4 i 27-4 i
1400S162-68 33 34-10 30-9 25-1 e 35-6 i 30-9 i 25-1 i 31-7 28-9 25-1 e 35-6 i 30-9 i 25-1 i
1400S162-68 50 34-10 31-7 27-7 e 39-1 i 35-6 i 29-0 i 31-7 28-9 25-1 35-6 32-3 i 28-2 i
1400S200-68 33 35-10 32-2 e 26-3 e 37-2 i 32-2 i 26-3 i 32-6 29-7 25-10 e 36-6 i 32-2 i 26-3 i
1400S200-68 50 35-10 32-6 28-5 e 40-2 i 36-3 i 29-7 i 32-6 29-7 25-10 36-6 33-2 i 29-0 i
1400S250-68 33 37-4 33-9 e 27-6 e 39-0 i 33-9 i 27-6 i 33-11 30-10 26-11 e 38-1 i 33-9 i 27-6 i
1400S250-68 50 37-4 33-11 29-7 e 41-11 i 36-9 i 30-0 i 33-11 30-10 26-11 e 38-1 34-7 i 30-0 i
1400S300-68 33 38-9 34-5 e 28-1 e 39-9 i 34-5 i 28-1 a 35-2 32-0 e 27-11 e 39-6 i 34-5 i 28-1 a
1400S300-68 50 38-9 35-2 30-9 e 43-6 i 38-11 i 31-9 i 35-2 32-0 27-11 e 39-6 i 35-11 i 31-4 i
1400S162-97 33 38-11 35-4 30-10 43-8 37-10 30-10 i 35-4 32-2 28-1 39-9 36-1 30-10 i
1400S162-97 50 38-11 35-4 30-11 43-9 39-9 34-8 35-4 32-2 28-1 39-9 36-1 31-6
1400S200-97 33 40-1 36-5 31-10 45-0 39-6 32-3 i 36-5 33-1 28-11 40-11 37-2 32-3 i
1400S200-97 50 40-1 36-5 31-10 45-0 40-11 35-8 36-5 33-1 28-11 40-11 37-2 32-5
1400S250-97 33 41-10 38-0 33-2 46-11 42-1 34-4 i 38-0 34-6 30-2 42-8 38-9 33-10 i
1400S250-97 50 41-10 38-0 33-2 46-11 42-8 37-3 38-0 34-6 30-2 42-8 38-9 33-10
1400S300-97 33 43-5 39-5 34-5 48-9 44-3 36-2 i 39-5 35-10 31-3 44-3 40-2 35-1 i
1400S300-97 50 43-5 39-5 34-5 48-9 44-3 38-8 39-5 35-10 31-3 44-3 40-2 35-1
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 40 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
600S137-33 33 11-6 e 10-0 e 8-2 e 11-6 i 10-0 a 8-2 a 10-10 e 9-10 e 8-2 e 11-6 i 10-0 a 8-2 a
600S162-33 33 12-3 e 10-7 e 8-8 e 12-3 a 10-7 a 8-8 a 11-4 e 10-3 e 8-8 e 12-3 a 10-7 a 8-8 a
600S200-33 33 12-5 e 10-9 e 8-9 e 12-5 a 10-9 a 8-9 a 11-9 e 10-8 e 8-9 e 12-5 a 10-9 a 8-9 a
600S137-43 33 13-0 11-6 9-5 e 13-4 i 11-6 i 9-5 i 11-10 10-9 9-4 e 13-3 i 11-6 i 9-5 i
600S162-43 33 13-7 12-3 10-0 e 14-2 i 12-3 i 10-0 i 12-4 11-2 9-9 e 13-10 i 12-3 i 10-0 i
600S200-43 33 14-1 12-4 10-1 e 14-3 i 12-4 i 10-1 i 12-10 11-8 10-1 e 14-3 i 12-4 i 10-1 i
600S250-43 33 14-11 13-4 e 10-11 e 15-5 i 13-4 i 10-11 i 13-7 12-4 10-9 e 15-3 i 13-4 i 10-11 i
600S300-43 33 15-7 14-1 e 11-7 e 16-4 i 14-2 i 11-7 a 14-1 12-10 e 11-2 e 15-10 i 14-2 i 11-7 a
600S137-54 33 13-11 12-8 10-5 14-10 12-10 10-5 i 12-8 11-6 10-1 14-3 12-10 10-5 i
600S137-54 50 13-11 12-8 11-1 15-8 14-3 12-5 i 12-8 11-6 10-1 14-3 12-11 11-3
600S162-54 33 14-7 13-3 11-2 15-9 13-8 i 11-2 i 13-3 12-0 10-6 14-10 13-6 i 11-2 i
600S162-54 50 14-7 13-3 11-7 16-4 14-10 13-0 i 13-3 12-0 10-6 14-10 13-6 11-9
600S200-54 33 15-2 13-9 11-8 16-6 14-3 i 11-8 i 13-9 12-6 10-11 15-6 14-1 i 11-8 i
600S200-54 50 15-2 13-9 12-0 17-1 15-6 13-6 i 13-9 12-6 10-11 15-6 14-1 12-3 i
600S250-54 33 16-1 14-7 12-4 17-5 15-1 i 12-4 i 14-7 13-3 11-7 16-4 14-10 i 12-4 i
600S250-54 50 16-0 14-6 12-8 17-11 16-3 14-3 i 14-6 13-2 11-6 16-3 14-9 12-11 i
600S300-54 33 16-10 15-3 13-1 18-6 i 16-0 i 13-1 i 15-3 13-11 12-1 17-2 15-7 i 13-1 i
600S300-54 50 16-7 15-1 13-2 18-8 16-11 14-9 i 15-1 13-8 12-0 16-11 15-5 13-5 i
600S137-68 33 15-0 13-7 11-8 16-6 14-3 11-8 13-7 12-4 10-10 15-4 13-11 11-8
600S137-68 50 15-0 13-7 11-11 16-10 15-4 13-4 13-7 12-4 10-10 15-4 13-11 12-2
600S162-68 33 15-8 14-3 12-5 17-7 15-3 12-5 14-3 12-11 11-3 16-0 14-6 12-5
600S162-68 50 15-8 14-3 12-5 17-7 16-0 13-11 14-3 12-11 11-3 16-0 14-6 12-8
600S200-68 33 16-4 14-10 12-11 18-4 16-2 13-2 14-10 13-6 11-9 16-8 15-1 13-2
600S200-68 50 16-4 14-10 12-11 18-4 16-8 14-6 14-10 13-6 11-9 16-8 15-1 13-2
600S250-68 33 17-3 15-8 13-8 19-5 17-4 14-2 i 15-8 14-3 12-5 17-7 16-0 14-0 i
600S250-68 50 17-3 15-8 13-8 19-5 17-7 15-5 15-8 14-3 12-5 17-7 16-0 14-0
600S300-68 33 18-1 16-5 14-4 20-4 18-0 14-8 i 16-5 14-11 13-0 18-6 16-9 14-8 i
600S300-68 50 18-0 16-5 14-4 20-3 18-5 16-1 16-5 14-11 13-0 18-5 16-9 14-7
600S162-97 33 17-5 15-10 13-10 19-7 17-10 14-7 15-10 14-5 12-7 17-10 16-2 14-1
600S162-97 50 17-5 15-10 13-10 19-7 17-10 15-6 15-10 14-5 12-7 17-10 16-2 14-1
600S200-97 33 18-2 16-6 14-5 20-5 18-7 15-7 16-6 15-0 13-1 18-7 16-10 14-9
600S200-97 50 18-2 16-6 14-5 20-5 18-7 16-3 16-6 15-0 13-1 18-7 16-10 14-9
600S250-97 33 19-3 17-6 15-3 21-8 19-8 17-0 17-6 15-11 13-11 19-8 17-10 15-7
600S250-97 50 19-3 17-6 15-3 21-8 19-8 17-2 17-6 15-11 13-11 19-8 17-10 15-7
600S300-97 33 20-3 18-4 16-0 22-8 20-7 18-0 18-4 16-8 14-7 20-7 18-9 16-4
600S300-97 50 20-3 18-4 16-0 22-8 20-7 18-0 18-4 16-8 14-7 20-7 18-9 16-4
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 40 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
800S137-33 33 13-2 e 11-5 e 9-1 e 13-2 a 10-11 a 7-3 a 13-2 e 11-5 e 9-1 e 13-2 a 10-11 a 7-3 a
800S162-33 33 14-0 e 12-1 e 9-1 e 14-0 a 10-11 a 7-3 a 14-0 e 12-1 e 9-1 e 14-0 a 10-11 a 7-3 a
800S200-33 33 14-2 e 12-3 e 9-1 e 14-2 a 10-11 a 7-3 a 14-2 e 12-3 e 9-1 e 14-2 a 10-11 a 7-3 a
800S137-43 33 16-5 e 14-2 e 11-7 e 16-5 i 14-2 i 11-7 a 14-11 e 13-7 e 11-7 e 16-5 i 14-2 i 11-7 a
800S162-43 33 17-1 e 15-1 e 12-3 e 17-5 i 15-1 a 12-3 a 15-6 e 14-1 e 12-3 e 17-5 i 15-1 a 12-3 a
800S200-43 33 17-2 e 14-11 e 12-2 e 17-2 i 14-11 a 12-2 a 16-1 e 14-8 e 12-2 e 17-2 i 14-11 a 12-2 a
800S250-43 33 18-6 e 16-0 e 13-1 e 18-6 i 16-0 a 13-1 a 16-11 e 15-5 e 13-1 e 18-6 i 16-0 a 13-1 a
800S300-43 33 19-5 e 16-11 e 13-9 e 19-6 i 16-11 a 13-9 a 17-8 e 16-0 e 13-9 e 19-6 i 16-11 a 13-9 a
800S137-54 33 17-8 15-10 12-11 e 18-3 i 15-10 i 12-11 i 16-1 14-7 12-9 e 18-0 i 15-10 i 12-11 i
800S137-54 50 17-8 16-1 14-0 19-10 18-0 i 15-9 i 16-1 14-7 12-9 18-0 16-5 14-4 i
800S162-54 33 18-5 16-8 13-8 e 19-4 i 16-9 i 13-8 i 16-8 15-2 13-3 e 18-9 i 16-9 i 13-8 i
800S162-54 50 18-5 16-8 14-7 20-8 18-9 i 16-4 i 16-8 15-2 13-3 18-9 17-0 i 14-10 i
800S200-54 33 19-1 17-4 14-3 e 20-2 i 17-5 i 14-3 i 17-4 15-9 13-9 e 19-5 i 17-5 i 14-3 i
800S200-54 50 19-1 17-4 15-2 21-5 19-5 i 16-4 i 17-4 15-9 13-9 19-5 17-8 i 15-5 i
800S250-54 33 20-1 18-3 14-11 e 21-2 i 18-4 i 14-11 i 18-3 16-7 14-6 e 20-6 i 18-4 i 14-11 i
800S250-54 50 20-0 18-2 15-10 e 22-5 i 20-5 i 17-5 i 18-2 16-6 14-5 20-5 18-6 i 16-2 i
800S300-54 33 21-0 19-1 e 15-10 e 22-5 i 19-5 i 15-10 i 19-1 17-4 15-1 e 21-5 i 19-5 i 15-10 i
800S300-54 50 20-9 18-10 16-6 e 23-4 i 21-2 i 18-3 i 18-10 17-1 14-11 21-2 19-3 i 16-10 i
800S137-68 33 19-0 17-3 14-5 20-5 17-8 14-5 i 17-3 15-8 13-8 19-5 17-7 14-5 i
800S137-68 50 19-0 17-3 15-1 21-4 19-5 16-11 17-3 15-8 13-8 19-5 17-7 15-5
800S162-68 33 19-9 17-11 15-3 21-7 18-8 15-3 i 17-11 16-4 14-3 20-2 18-4 15-3 i
800S162-68 50 19-9 17-11 15-8 22-2 20-2 17-7 17-11 16-4 14-3 20-2 18-4 16-0
800S200-68 33 20-6 18-8 16-1 22-10 19-9 16-1 i 18-8 16-11 14-9 20-11 19-0 16-1 i
800S200-68 50 20-6 18-8 16-3 23-1 20-11 18-3 i 18-8 16-11 14-9 20-11 19-0 16-7
800S250-68 33 21-7 19-8 17-2 24-3 21-0 i 17-2 i 19-8 17-10 15-7 22-1 20-0 i 17-2 i
800S250-68 50 21-7 19-8 17-2 24-3 22-1 19-3 i 19-8 17-10 15-7 22-1 20-0 17-6
800S300-68 33 22-7 20-6 17-9 25-2 21-9 i 17-9 i 20-6 18-8 16-3 23-0 20-11 i 17-9 i
800S300-68 50 22-6 20-5 17-10 25-3 22-11 20-0 i 20-5 18-7 16-3 22-11 20-10 18-2 i
800S162-97 33 22-1 20-0 17-6 24-9 22-1 18-0 20-0 18-2 15-11 22-6 20-5 17-10
800S162-97 50 22-1 20-0 17-6 24-9 22-6 19-8 20-0 18-2 15-11 22-6 20-5 17-10
800S200-97 33 22-11 20-10 18-2 25-9 23-4 19-1 20-10 18-11 16-6 23-4 21-3 18-7
800S200-97 50 22-11 20-10 18-2 25-9 23-4 20-5 20-10 18-11 16-6 23-4 21-3 18-7
800S250-97 33 24-2 21-11 19-2 27-1 24-8 20-7 21-11 19-11 17-5 24-8 22-5 19-7
800S250-97 50 24-2 21-11 19-2 27-1 24-8 21-6 21-11 19-11 17-5 24-8 22-5 19-7
800S300-97 33 25-3 22-11 20-0 28-4 25-9 21-11 22-11 20-10 18-2 25-9 23-5 20-5
800S300-97 50 25-3 22-11 20-0 28-4 25-9 22-6 22-11 20-10 18-2 25-9 23-5 20-5
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 40 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
925S137-33 33 14-1 e 11-9 e 7-10 e 12-6 a 9-5 a 6-3 a 14-1 e 11-9 e 7-10 e 12-6 a 9-5 a 6-3 a
925S162-33 33 15-0 e 11-9 e 7-10 e 12-6 a 9-5 a 6-3 a 15-0 e 11-9 e 7-10 e 12-6 a 9-5 a 6-3 a
925S200-33 33 15-3 e 11-9 e 7-10 e 12-6 a 9-5 a 6-3 a 15-3 e 11-9 e 7-10 e 12-6 a 9-5 a 6-3 a
925S137-43 33 17-6 e 15-2 e 12-5 e 17-6 i 15-2 a 12-5 a 16-10 e 15-2 e 12-5 e 17-6 i 15-2 a 12-5 a
925S162-43 33 18-7 e 16-1 e 13-2 e 18-7 a 16-1 a 13-2 a 17-6 e 15-11 e 13-2 e 18-7 a 16-1 a 13-2 a
925S200-43 33 18-4 e 15-11 e 13-0 e 18-4 a 15-11 a 13-0 a 18-1 e 15-11 e 13-0 e 18-4 a 15-11 a 13-0 a
925S250-43 33 19-9 e 17-1 e 14-0 e 19-9 a 17-1 a 13-11 a 19-0 e 17-1 e 14-0 e 19-9 a 17-1 a 13-11 a
925S300-43 33 20-11 e 18-1 e 14-9 e 20-11 a 18-1 a 13-11 a 19-9 e 18-0 e 14-9 e 20-11 a 18-1 a 13-11 a
925S137-54 33 20-0 17-8 14-5 e 20-5 i 17-8 i 14-5 i 18-2 16-6 14-5 e 20-4 i 17-8 i 14-5 i
925S137-54 50 20-0 18-2 15-10 e 22-5 i 20-4 i 16-10 i 18-2 16-6 14-5 20-4 18-6 i 16-2 i
925S162-54 33 20-9 18-8 e 15-3 e 21-7 i 18-8 i 15-3 i 18-10 17-1 14-11 e 21-2 i 18-8 i 15-3 i
925S162-54 50 20-9 18-10 16-5 e 23-3 i 21-2 i 17-10 i 18-10 17-1 14-11 e 21-2 19-2 i 16-9 i
925S200-54 33 21-5 19-4 e 15-10 e 22-4 i 19-4 i 15-10 a 19-6 17-8 15-5 e 21-10 i 19-4 i 15-10 a
925S200-54 50 21-5 19-6 17-0 e 24-1 i 21-5 i 17-6 i 19-6 17-8 15-5 e 21-10 i 19-10 i 17-4 i
925S250-54 33 22-6 20-3 e 16-7 e 23-5 i 20-3 i 16-7 a 20-5 18-7 e 16-3 e 23-0 i 20-3 i 16-7 a
925S250-54 50 22-6 20-5 17-10 e 25-3 i 22-10 i 18-8 i 20-5 18-6 16-2 e 22-11 i 20-10 i 18-2 i
925S300-54 33 23-6 21-4 e 17-6 e 24-9 i 21-5 i 17-6 a 21-4 19-5 e 16-11 e 24-0 i 21-5 i 17-6 a
925S300-54 50 23-4 21-2 18-6 e 26-2 i 23-9 i 19-6 i 21-2 19-3 16-9 e 23-9 i 21-7 i 18-10 i
925S137-68 33 21-6 19-6 16-1 22-9 19-8 i 16-1 i 19-6 17-9 15-6 21-11 19-8 i 16-1 i
925S137-68 50 21-6 19-6 17-0 24-1 21-11 19-2 i 19-6 17-9 15-6 21-11 19-11 17-5 i
925S162-68 33 22-3 20-3 17-0 24-1 20-10 i 17-0 i 20-3 18-5 16-1 22-9 20-8 i 17-0 i
925S162-68 50 22-3 20-3 17-8 25-0 22-9 19-10 i 20-3 18-5 16-1 22-9 20-8 18-0 i
925S200-68 33 23-1 21-0 17-11 25-4 21-11 i 17-11 i 21-0 19-1 16-8 23-6 21-5 i 17-11 i
925S200-68 50 23-1 21-0 18-4 25-11 23-6 20-7 i 21-0 19-1 16-8 23-6 21-5 18-8 i
925S250-68 33 24-3 22-0 19-0 26-10 i 23-3 i 19-0 i 22-0 20-0 17-6 24-9 22-6 i 19-0 i
925S250-68 50 24-3 22-0 19-3 27-3 24-9 21-7 i 22-0 20-0 17-6 24-9 22-6 19-7 i
925S300-68 33 25-4 23-0 19-7 27-9 i 24-0 i 19-7 i 23-0 20-10 18-3 25-10 i 23-5 i 19-7 i
925S300-68 50 25-2 22-11 20-0 28-3 25-8 22-5 i 22-11 20-9 18-2 25-8 23-4 20-5 i
925S162-97 33 24-11 22-7 19-9 27-11 24-7 20-1 22-7 20-6 17-11 25-5 23-1 20-1
925S162-97 50 24-11 22-7 19-9 27-11 25-5 22-2 22-7 20-6 17-11 25-5 23-1 20-2
925S200-97 33 25-9 23-5 20-5 28-11 25-11 21-2 23-5 21-3 18-7 26-4 23-11 20-10
925S200-97 50 25-9 23-5 20-5 28-11 26-4 23-0 23-5 21-3 18-7 26-4 23-11 20-10
925S250-97 33 27-1 24-7 21-6 30-5 27-8 22-10 24-7 22-4 19-6 27-8 25-1 21-11
925S250-97 50 27-1 24-7 21-6 30-5 27-8 24-2 24-7 22-4 19-6 27-8 25-1 21-11
925S300-97 33 28-4 25-8 22-5 31-9 28-10 24-2 25-8 23-4 20-5 28-10 26-3 22-11
925S300-97 50 28-4 25-8 22-5 31-9 28-10 25-3 25-8 23-4 20-5 28-10 26-3 22-11
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 40 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1000S137-33 33 14-6 e 10-10 e 7-3 e 11-7 a 8-8 a 5-9 a 14-6 e 10-10 e 7-3 e 11-7 a 8-8 a 5-9 a
1000S162-33 33 14-6 e 10-10 e 7-3 e 11-7 a 8-8 a 5-9 a 14-6 e 10-10 e 7-3 e 11-7 a 8-8 a 5-9 a
1000S200-33 33 14-6 e 10-10 e 7-3 e 11-7 a 8-8 a 5-9 a 14-6 e 10-10 e 7-3 e 11-7 a 8-8 a 5-9 a
1000S137-43 33 18-2 e 15-8 e 12-10 e 18-2 a 15-8 a 12-10 a 18-0 e 15-8 e 12-10 e 18-2 a 15-8 a 12-10 a
1000S162-43 33 19-3 e 16-8 e 13-7 e 19-3 a 16-8 a 12-10 a 18-8 e 16-8 e 13-7 e 19-3 a 16-8 a 12-10 a
1000S200-43 33 19-0 e 16-6 e 13-5 e 19-0 a 16-6 a 12-10 a 19-0 e 16-6 e 13-5 e 19-0 a 16-6 a 12-10 a
1000S250-43 33 20-6 e 17-9 e 14-6 e 20-6 a 17-9 a 12-10 a 20-3 e 17-9 e 14-6 e 20-6 a 17-9 a 12-10 a
1000S300-43 33 21-8 e 18-10 e 15-4 e 21-8 a 18-10 a 12-10 a 21-1 e 18-10 e 15-4 e 21-8 a 18-10 a 12-10 a
1000S137-54 33 21-4 18-9 e 15-4 e 21-8 i 18-9 i 15-4 a 19-5 17-7 e 15-4 e 21-8 i 18-9 i 15-4 a
1000S137-54 50 21-4 19-5 16-11 e 23-11 i 21-4 i 17-5 i 19-5 17-7 15-4 e 21-9 i 19-9 i 17-3 i
1000S162-54 33 22-1 19-9 e 16-2 e 22-10 i 19-9 i 16-2 a 20-1 18-3 e 15-11 e 22-6 i 19-9 i 16-2 a
1000S162-54 50 22-1 20-1 17-6 e 24-10 i 22-6 i 18-5 i 20-1 18-3 15-11 e 22-6 i 20-6 i 17-11 i
1000S200-54 33 22-10 e 20-5 e 16-8 e 23-7 i 20-5 i 16-8 a 20-9 18-10 e 16-6 e 23-4 i 20-5 i 16-8 a
1000S200-54 50 22-10 20-9 18-1 e 25-8 i 22-2 i 18-1 i 20-9 18-10 16-6 e 23-4 i 21-2 i 18-1 i
1000S250-54 33 24-0 e 21-2 e 17-3 e 24-5 i 21-2 i 17-3 a 21-9 19-9 e 17-3 e 24-5 i 21-2 i 17-3 a
1000S250-54 50 23-11 21-9 e 19-0 e 26-11 i 23-8 i 19-4 a 21-9 19-9 17-3 e 24-5 i 22-2 i 19-4 a
1000S300-54 33 25-0 e 22-3 e 18-2 e 25-8 i 22-3 i 18-2 a 22-8 20-7 e 18-0 e 25-6 i 22-3 i 18-2 a
1000S300-54 50 24-10 22-6 e 19-8 e 27-10 i 24-10 i 20-3 a 22-6 20-6 17-11 e 25-4 i 23-0 i 20-1 a
1000S137-68 33 22-11 20-10 17-1 24-2 20-11 i 17-1 i 20-10 18-11 16-6 23-5 20-11 i 17-1 i
1000S137-68 50 22-11 20-10 18-2 25-9 23-5 20-5 i 20-10 18-11 16-6 23-5 21-3 18-7 i
1000S162-68 33 23-9 21-7 18-0 25-6 i 22-1 i 18-0 i 21-7 19-7 17-2 24-3 22-0 i 18-0 i
1000S162-68 50 23-9 21-7 18-10 26-8 24-3 21-2 i 21-7 19-7 17-2 24-3 22-0 19-3 i
1000S200-68 33 24-7 22-4 18-11 26-9 i 23-2 i 18-11 i 22-4 20-4 17-9 25-1 22-9 i 18-11 i
1000S200-68 50 24-7 22-4 19-6 27-7 25-1 21-11 i 22-4 20-4 17-9 25-1 22-9 19-11 i
1000S250-68 33 25-10 23-5 20-1 e 28-4 i 24-7 i 20-1 i 23-5 21-3 18-7 26-4 i 23-11 i 20-1 i
1000S250-68 50 25-10 23-5 20-6 29-0 26-4 i 23-0 i 23-5 21-3 18-7 26-4 23-11 20-11 i
1000S300-68 33 26-11 24-5 20-8 e 29-4 i 25-4 i 20-8 i 24-5 22-2 19-5 e 27-5 i 24-11 i 20-8 i
1000S300-68 50 26-10 24-4 21-3 30-1 27-4 i 23-11 i 24-4 22-1 19-4 27-4 24-10 21-8 i
1000S162-97 33 26-7 24-2 21-1 29-10 26-1 21-3 24-2 21-11 19-2 27-1 24-7 21-3
1000S162-97 50 26-7 24-2 21-1 29-10 27-1 23-8 24-2 21-11 19-2 27-1 24-7 21-6
1000S200-97 33 27-6 25-0 21-10 30-10 27-5 22-5 25-0 22-8 19-10 28-0 25-6 22-3
1000S200-97 50 27-6 25-0 21-10 30-10 28-0 24-6 25-0 22-8 19-10 28-0 25-6 22-3
1000S250-97 33 28-10 26-3 22-11 32-5 29-5 24-1 26-3 23-10 20-10 29-5 26-9 23-4
1000S250-97 50 28-10 26-3 22-11 32-5 29-5 25-9 26-3 23-10 20-10 29-5 26-9 23-4
1000S300-97 33 30-1 27-4 23-11 33-10 30-8 25-6 27-4 24-10 21-8 30-8 27-11 24-4
1000S300-97 50 30-1 27-4 23-11 33-10 30-8 26-10 27-4 24-10 21-8 30-8 27-11 24-4
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 40 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1125S137-33 33 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a
1125S162-33 33 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a
1125S200-33 33 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a 12-10 e 9-7 e 6-5 e 10-3 a 7-8 a 5-1 a
1125S137-43 33 19-1 e 16-7 e 13-6 e 19-1 a 16-7 a 11-5 a 19-1 e 16-7 e 13-6 e 19-1 a 16-7 a 11-5 a
1125S162-43 33 20-4 e 17-7 e 14-3 e 20-4 a 17-1 a 11-5 a 20-4 e 17-7 e 14-3 e 20-4 a 17-1 a 11-5 a
1125S200-43 33 20-1 e 17-5 e 14-2 e 20-1 a 17-1 a 11-5 a 20-1 e 17-5 e 14-2 e 20-1 a 17-1 a 11-5 a
1125S250-43 33 21-8 e 18-9 e 14-3 e 21-8 a 17-1 a 11-5 a 21-8 e 18-9 e 14-3 e 21-8 a 17-1 a 11-5 a
1125S300-43 33 23-0 e 19-11 e 14-3 e 22-10 a 17-1 a 11-5 a 23-0 e 19-11 e 14-3 e 22-10 a 17-1 a 11-5 a
1125S137-54 33 22-10 e 19-9 e 16-1 e 22-10 i 19-9 i 16-1 a 21-5 19-6 e 16-1 e 22-10 i 19-9 i 16-1 a
1125S137-54 50 23-7 21-5 e 18-4 e 26-0 i 22-6 i 18-4 a 21-5 19-6 17-0 e 24-1 i 21-10 i 18-4 a
1125S162-54 33 24-1 e 20-10 e 17-0 e 24-1 i 20-10 i 17-0 a 22-2 e 20-1 e 17-0 e 24-1 i 20-10 i 17-0 a
1125S162-54 50 24-5 22-2 e 19-4 e 27-5 i 23-10 i 19-6 a 22-2 20-1 17-7 e 24-10 i 22-7 i 19-6 a
1125S200-54 33 24-10 e 21-6 e 17-6 e 24-10 i 21-6 i 17-6 a 22-10 e 20-9 e 17-6 e 24-10 i 21-6 i 17-6 a
1125S200-54 50 25-2 22-10 e 19-2 e 27-1 i 23-6 i 19-2 a 22-10 20-9 e 18-2 e 25-8 i 23-4 i 19-2 a
1125S250-54 33 25-9 e 22-4 e 18-2 e 25-9 i 22-4 a 18-2 a 23-11 e 21-9 e 18-2 e 25-9 i 22-4 a 18-2 a
1125S250-54 50 26-4 23-11 e 20-5 e 28-11 i 25-1 i 20-5 a 23-11 21-9 e 19-0 e 26-10 i 24-5 i 20-5 a
1125S300-54 33 27-1 e 23-6 e 19-2 e 27-1 i 23-6 a 19-2 a 24-11 e 22-7 e 19-2 e 27-1 i 23-6 a 19-2 a
1125S300-54 50 27-3 e 24-9 e 21-6 e 30-5 i 26-4 i 21-6 a 24-9 22-6 e 19-8 e 27-10 i 25-3 i 21-6 a
1125S137-68 33 25-5 22-11 18-9 e 26-6 i 22-11 i 18-9 i 23-1 20-11 18-3 25-11 i 22-11 i 18-9 i
1125S137-68 50 25-5 23-1 20-2 28-6 25-11 i 22-4 i 23-1 20-11 18-3 25-11 23-6 20-6 i
1125S162-68 33 26-3 23-10 19-8 e 27-10 i 24-1 i 19-8 i 23-10 21-8 18-11 e 26-9 i 24-1 i 19-8 i
1125S162-68 50 26-3 23-10 20-10 29-6 26-9 i 23-5 i 23-10 21-8 18-11 26-9 24-4 21-3 i
1125S200-68 33 27-1 24-7 20-8 e 29-2 i 25-3 i 20-8 i 24-7 22-4 19-6 e 27-8 i 25-1 i 20-8 i
1125S200-68 50 27-1 24-7 21-6 30-5 27-8 i 24-0 i 24-7 22-4 19-6 27-8 25-1 i 21-11 i
1125S250-68 33 28-4 25-9 21-10 e 30-10 i 26-8 i 21-10 i 25-9 23-5 20-5 e 28-11 i 26-3 i 21-10 i
1125S250-68 50 28-4 25-9 22-6 31-10 28-11 i 24-3 i 25-9 23-5 20-5 28-11 26-3 i 22-11 i
1125S300-68 33 29-6 26-10 22-6 e 31-10 i 27-7 i 22-6 i 26-10 24-4 21-3 e 30-1 i 27-4 i 22-6 i
1125S300-68 50 29-6 26-9 23-5 e 33-1 i 30-1 i 25-7 i 26-9 24-4 21-3 30-1 27-4 i 23-10 i
1125S162-97 33 29-4 26-8 23-3 32-11 28-6 23-3 26-8 24-2 21-2 29-11 27-2 23-3
1125S162-97 50 29-4 26-8 23-3 32-11 29-11 26-2 26-8 24-2 21-2 29-11 27-2 23-9
1125S200-97 33 30-4 27-6 24-0 34-0 29-11 24-5 27-6 25-0 21-10 30-11 28-1 24-5
1125S200-97 50 30-4 27-6 24-0 34-0 30-11 27-0 27-6 25-0 21-10 30-11 28-1 24-6
1125S250-97 33 31-9 28-10 25-2 35-8 32-1 26-2 i 28-10 26-2 22-11 32-5 29-5 25-8 i
1125S250-97 50 31-9 28-10 25-2 35-8 32-5 28-3 28-10 26-2 22-11 32-5 29-5 25-8
1125S300-97 33 33-1 30-0 26-3 37-1 33-9 27-8 i 30-0 27-3 23-10 33-9 30-7 26-9 i
1125S300-97 50 33-1 30-0 26-3 37-1 33-9 29-5 30-0 27-3 23-10 33-9 30-7 26-9
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 40 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1200S137-33 33 12-0 e 9-0 e 6-0 e 9-7 a 7-2 a 4-9 a 12-0 e 9-0 e 6-0 e 9-7 a 7-2 a 4-9 a
1200S162-33 33 12-0 e 9-0 e 6-0 e 9-7 a 7-2 a 4-9 a 12-0 e 9-0 e 6-0 e 9-7 a 7-2 a 4-9 a
1200S200-33 33 12-0 e 9-0 e 6-0 e 9-7 a 7-2 a 4-9 a 12-0 e 9-0 e 6-0 e 9-7 a 7-2 a 4-9 a
1200S137-43 33 19-8 e 17-1 e 13-4 e 19-8 a 16-0 a 10-8 a 19-8 e 17-1 e 13-4 e 19-8 a 16-0 a 10-8 a
1200S162-43 33 20-11 e 18-2 e 13-4 e 20-11 a 16-0 a 10-8 a 20-11 e 18-2 e 13-4 e 20-11 a 16-0 a 10-8 a
1200S200-43 33 20-9 e 17-11 e 13-4 e 20-9 a 16-0 a 10-8 a 20-9 e 17-11 e 13-4 e 20-9 a 16-0 a 10-8 a
1200S250-43 33 22-5 e 19-5 e 13-4 e 21-4 a 16-0 a 10-8 a 22-5 e 19-5 e 13-4 e 21-4 a 16-0 a 10-8 a
1200S300-43 33 23-9 e 20-0 e 13-4 e 21-4 a 16-0 a 10-8 a 23-9 e 20-0 e 13-4 e 21-4 a 16-0 a 10-8 a
1200S137-54 33 23-5 e 20-3 e 16-7 e 23-5 i 20-3 i 16-7 a 22-8 e 20-3 e 16-7 e 23-5 i 20-3 i 16-7 a
1200S137-54 50 24-11 22-8 e 18-11 e 26-9 i 23-2 i 18-11 a 22-8 20-7 e 18-0 e 25-5 i 23-1 i 18-11 a
1200S162-54 33 24-9 e 21-5 e 17-6 e 24-9 i 21-5 a 17-6 a 23-5 e 21-3 e 17-6 e 24-9 i 21-5 a 17-6 a
1200S162-54 50 25-9 23-5 e 20-1 e 28-5 i 24-7 i 20-1 a 23-5 21-3 e 18-7 e 26-3 i 23-10 i 20-1 a
1200S200-54 33 25-6 e 22-1 e 18-0 e 25-6 i 22-1 a 18-0 a 24-1 e 21-11 e 18-0 e 25-6 i 22-1 a 18-0 a
1200S200-54 50 26-7 e 24-1 e 19-9 e 28-0 i 24-2 i 19-9 a 24-1 21-11 e 19-2 e 27-1 i 24-2 i 19-9 a
1200S250-54 33 26-6 e 22-11 e 18-9 e 26-6 i 22-11 a 18-9 a 25-3 e 22-11 e 18-9 e 26-6 i 22-11 a 18-9 a
1200S250-54 50 27-9 e 25-3 e 21-1 e 29-10 i 25-10 i 21-1 a 25-3 22-11 e 20-0 e 28-4 i 25-9 i 21-1 a
1200S300-54 33 27-11 e 24-2 e 19-9 e 27-11 a 24-2 a 19-9 a 26-2 e 23-10 e 19-9 e 27-11 a 24-2 a 19-9 a
1200S300-54 50 28-9 e 26-2 e 22-2 e 31-4 i 27-2 a 21-2 a 26-2 e 23-9 e 20-9 e 29-4 i 26-8 a 21-2 a
1200S137-68 33 26-10 24-2 19-8 e 27-11 i 24-2 i 19-8 i 24-4 22-2 19-4 e 27-4 i 24-2 i 19-8 i
1200S137-68 50 26-10 24-4 21-3 30-2 27-4 i 22-11 i 24-4 22-2 19-4 27-4 24-10 i 21-9 i
1200S162-68 33 27-9 25-2 20-8 e 29-3 i 25-4 i 20-8 i 25-2 22-10 20-0 e 28-3 i 25-4 i 20-8 i
1200S162-68 50 27-9 25-2 22-0 31-1 28-3 i 24-3 i 25-2 22-10 20-0 28-3 25-8 i 22-5 i
1200S200-68 33 28-7 26-0 21-8 e 30-7 i 26-6 i 21-8 i 26-0 23-7 20-7 e 29-2 i 26-6 i 21-8 i
1200S200-68 50 28-7 26-0 22-8 e 32-1 29-2 i 24-8 i 26-0 23-7 20-7 29-2 26-6 i 23-2 i
1200S250-68 33 29-11 27-2 e 22-10 e 32-4 i 28-0 i 22-10 i 27-2 24-8 21-7 e 30-6 i 27-8 i 22-10 i
1200S250-68 50 29-11 27-2 23-9 e 33-7 i 30-6 i 25-0 i 27-2 24-8 21-7 30-6 27-8 i 24-2 i
1200S300-68 33 31-1 28-3 e 23-6 e 33-3 i 28-9 i 23-6 i 28-3 25-8 22-5 e 31-8 i 28-9 i 23-6 i
1200S300-68 50 31-1 28-3 24-8 e 34-11 i 31-8 i 26-5 i 28-3 25-8 22-5 31-8 28-10 i 25-2 i
1200S162-97 33 31-0 28-2 24-5 34-7 30-0 24-5 28-2 25-7 22-4 31-7 28-9 24-5
1200S162-97 50 31-0 28-2 24-7 34-10 31-7 27-7 28-2 25-7 22-4 31-7 28-9 25-1
1200S200-97 33 32-0 29-1 25-4 35-11 31-5 25-8 i 29-1 26-5 23-1 32-7 29-8 25-8 i
1200S200-97 50 32-0 29-1 25-4 35-11 32-7 28-6 29-1 26-5 23-1 32-7 29-8 25-11
1200S250-97 33 33-5 30-5 26-6 37-7 33-7 27-5 i 30-5 27-7 24-1 34-1 31-0 27-1 i
1200S250-97 50 33-5 30-5 26-6 37-7 34-1 29-10 30-5 27-7 24-1 34-1 31-0 27-1
1200S300-97 33 34-10 31-7 27-7 39-1 35-6 28-11 i 31-7 28-9 25-1 35-6 32-3 28-2 i
1200S300-97 50 34-10 31-7 27-7 39-1 35-6 31-0 31-7 28-9 25-1 35-6 32-3 28-2
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 40 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1400S137-33 33 10-3 e 7-8 e 5-1 e 8-2 a 6-2 a 4-1 a 10-3 e 7-8 e 5-1 e 8-2 a 6-2 a 4-1 a
1400S162-33 33 10-3 e 7-8 e 5-1 e 8-2 a 6-2 a 4-1 a 10-3 e 7-8 e 5-1 e 8-2 a 6-2 a 4-1 a
1400S200-33 33 10-3 e 7-8 e 5-1 e 8-2 a 6-2 a 4-1 a 10-3 e 7-8 e 5-1 e 8-2 a 6-2 a 4-1 a
1400S137-43 33 21-2 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a 21-2 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a
1400S162-43 33 22-6 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a 22-6 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a
1400S200-43 33 22-4 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a 22-4 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a
1400S250-43 33 22-9 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a 22-9 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a
1400S300-43 33 22-9 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a 22-9 e 17-1 e 11-4 e 18-3 a 13-8 a 9-1 a
1400S137-54 33 25-1 e 21-8 e 17-8 e 25-1 a 21-8 a 17-8 a 25-1 e 21-8 e 17-8 e 25-1 a 21-8 a 17-8 a
1400S137-54 50 27-9 e 24-11 e 20-4 e 28-9 i 24-11 a 18-0 a 25-3 e 22-11 e 20-0 e 28-4 i 24-11 a 18-0 a
1400S162-54 33 26-6 e 22-11 e 18-9 e 26-6 a 22-11 a 18-0 a 26-6 e 22-11 e 18-9 e 26-6 a 22-11 a 18-0 a
1400S162-54 50 28-8 e 26-0 e 21-7 e 30-7 i 26-5 a 18-0 a 26-0 e 23-8 e 20-8 e 29-3 i 26-5 a 18-0 a
1400S200-54 33 27-4 e 23-8 e 19-4 e 27-4 a 23-8 a 18-0 a 27-4 e 23-8 e 19-4 e 27-4 a 23-8 a 18-0 a
1400S200-54 50 29-10 e 26-1 e 21-3 e 30-2 i 26-1 a 18-0 a 27-2 e 24-8 e 21-3 e 30-2 i 26-1 a 18-0 a
1400S250-54 33 28-6 e 24-8 e 20-1 e 28-6 a 24-8 a 18-0 a 28-6 e 24-8 e 20-1 e 28-6 a 24-8 a 18-0 a
1400S250-54 50 31-2 e 27-10 e 22-7 e 32-2 a 27-1 a 18-0 a 28-4 e 25-9 e 22-6 e 31-10 a 27-1 a 18-0 a
1400S300-54 33 30-1 e 26-0 e 21-3 e 30-1 a 26-0 a 18-0 a 29-8 e 26-0 e 21-3 e 30-1 a 26-0 a 18-0 a
1400S300-54 50 32-5 e 29-4 e 22-7 e 33-10 a 27-1 a 18-0 a 29-5 e 26-9 e 22-7 e 33-0 a 27-1 a 18-0 a
1400S137-68 33 30-3 26-2 e 21-5 e 30-3 i 26-2 i 21-5 i 27-10 25-4 e 21-5 e 30-3 i 26-2 i 21-5 i
1400S137-68 50 30-8 27-10 24-4 e 34-5 i 30-1 i 24-6 i 27-10 25-4 22-1 e 31-4 i 28-5 i 24-6 i
1400S162-68 33 31-7 27-6 e 22-6 e 31-9 i 27-6 i 22-6 a 28-9 26-1 e 22-6 e 31-9 i 27-6 i 22-6 a
1400S162-68 50 31-7 28-9 25-1 e 35-6 i 31-9 i 25-11 i 28-9 26-1 22-9 e 32-3 i 29-4 i 25-7 i
1400S200-68 33 32-6 28-9 e 23-6 e 33-3 i 28-9 i 23-6 a 29-7 26-10 e 23-5 e 33-2 i 28-9 i 23-6 a
1400S200-68 50 32-6 29-7 25-10 e 36-6 i 32-5 i 26-5 i 29-7 26-10 23-5 e 33-2 i 30-2 i 26-4 i
1400S250-68 33 33-11 e 30-2 e 24-8 e 34-10 i 30-2 i 24-8 a 30-10 28-0 e 24-5 e 34-7 i 30-2 i 24-8 a
1400S250-68 50 33-11 30-10 26-10 e 38-0 i 32-10 i 26-10 i 30-10 28-0 24-5 e 34-7 i 31-5 i 26-10 i
1400S300-68 33 35-2 e 30-10 e 25-2 e 35-7 i 30-10 i 25-2 a 32-0 29-0 e 25-2 e 35-7 i 30-10 i 25-2 a
1400S300-68 50 35-2 32-0 e 27-11 e 39-6 i 34-10 i 28-5 a 32-0 29-0 25-4 e 35-11 i 32-7 i 28-5 a
1400S162-97 33 35-4 32-2 27-7 39-1 33-10 27-7 i 32-2 29-2 25-6 36-1 32-9 27-7 i
1400S162-97 50 35-4 32-2 28-1 39-9 36-1 31-6 32-2 29-2 25-6 36-1 32-9 28-7
1400S200-97 33 36-5 33-1 28-10 40-10 35-4 28-10 i 33-1 30-1 26-3 37-2 33-9 28-10 i
1400S200-97 50 36-5 33-1 28-11 40-11 37-2 32-5 33-1 30-1 26-3 37-2 33-9 29-6
1400S250-97 33 38-0 34-6 30-2 42-8 37-8 i 30-9 i 34-6 31-4 27-4 38-9 35-2 30-9 i
1400S250-97 50 38-0 34-6 30-2 42-8 38-9 33-10 i 34-6 31-4 27-4 38-9 35-2 30-9
1400S300-97 33 39-5 35-10 31-3 44-3 39-7 i 32-4 i 35-10 32-6 28-5 40-2 36-6 i 31-11 i
1400S300-97 50 39-5 35-10 31-3 44-3 40-2 35-1 i 35-10 32-6 28-5 40-2 36-6 31-11
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 50 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
600S137-33 33 10-6 e 9-1 e 7-5 e 10-6 a 9-1 a 7-5 a 10-1 e 9-1 e 7-5 e 10-6 a 9-1 a 7-5 a
600S162-33 33 11-2 e 9-8 e 7-10 e 11-2 a 9-8 a 7-10 a 10-6 e 9-6 e 7-10 e 11-2 a 9-8 a 7-10 a
600S200-33 33 11-4 e 9-9 e 8-0 e 11-4 a 9-9 a 8-0 a 10-11 e 9-9 e 8-0 e 11-4 a 9-9 a 8-0 a
600S137-43 33 12-1 10-6 e 8-7 e 12-2 i 10-6 i 8-7 i 10-11 9-11 8-7 e 12-2 i 10-6 i 8-7 i
600S162-43 33 12-7 11-2 e 9-2 e 12-11 i 11-2 i 9-2 i 11-5 10-5 e 9-1 e 12-10 i 11-2 i 9-2 i
600S200-43 33 13-0 11-3 e 9-2 e 13-0 i 11-3 i 9-2 a 11-11 10-10 e 9-2 e 13-0 i 11-3 i 9-2 a
600S250-43 33 13-10 e 12-2 e 9-11 e 14-1 i 12-2 i 9-11 a 12-7 11-5 e 9-11 e 14-1 i 12-2 i 9-11 a
600S300-43 33 14-5 e 12-11 e 10-6 e 14-11 i 12-11 i 10-6 a 13-1 11-11 e 10-5 e 14-9 i 12-11 i 10-6 a
600S137-54 33 12-11 11-8 9-7 13-6 11-8 i 9-7 i 11-9 10-8 9-4 13-3 11-8 i 9-7 i
600S137-54 50 12-11 11-9 10-3 14-7 13-3 11-6 i 11-9 10-8 9-4 13-3 12-0 10-6 i
600S162-54 33 13-6 12-3 10-2 14-5 12-6 i 10-2 i 12-3 11-2 9-9 13-9 12-6 i 10-2 i
600S162-54 50 13-6 12-3 10-9 15-2 13-9 12-1 i 12-3 11-2 9-9 13-9 12-6 10-11 i
600S200-54 33 14-1 12-10 10-8 15-1 i 13-1 i 10-8 i 12-10 11-7 10-2 14-4 13-1 i 10-8 i
600S200-54 50 14-1 12-10 11-2 15-10 14-4 12-4 i 12-10 11-7 10-2 14-4 13-1 11-5 i
600S250-54 33 14-11 13-6 11-3 15-11 i 13-9 i 11-3 i 13-6 12-3 10-9 15-2 i 13-9 i 11-3 i
600S250-54 50 14-10 13-5 11-9 16-8 15-1 i 13-2 i 13-5 12-3 10-8 15-1 13-9 12-0 i
600S300-54 33 15-7 14-2 11-11 e 16-10 i 14-7 i 11-11 i 14-2 12-11 11-3 15-11 i 14-6 i 11-11 i
600S300-54 50 15-5 14-0 12-3 17-4 15-9 i 13-9 i 14-0 12-9 11-1 15-9 14-3 12-6 i
600S137-68 33 13-11 12-8 10-7 15-1 13-0 10-7 12-8 11-6 10-0 14-2 12-11 10-7
600S137-68 50 13-11 12-8 11-0 15-8 14-2 12-5 12-8 11-6 10-0 14-2 12-11 11-3
600S162-68 33 14-6 13-2 11-4 16-1 13-11 11-4 13-2 12-0 10-6 14-10 13-6 11-4
600S162-68 50 14-6 13-2 11-6 16-4 14-10 12-11 13-2 12-0 10-6 14-10 13-6 11-9
600S200-68 33 15-2 13-9 12-0 17-0 14-9 12-1 i 13-9 12-6 10-11 15-5 14-0 12-1 i
600S200-68 50 15-2 13-9 12-0 17-0 15-5 13-6 13-9 12-6 10-11 15-5 14-0 12-3
600S250-68 33 16-0 14-7 12-8 18-0 15-10 12-11 i 14-7 13-3 11-7 16-4 14-10 12-11 i
600S250-68 50 16-0 14-7 12-8 18-0 16-4 14-3 14-7 13-3 11-7 16-4 14-10 13-0
600S300-68 33 16-10 15-3 13-4 18-10 16-5 13-5 i 15-3 13-10 12-1 17-2 15-7 13-5 i
600S300-68 50 16-9 15-2 13-3 18-10 17-1 14-11 15-2 13-10 12-1 17-1 15-6 13-7
600S162-97 33 16-2 14-8 12-10 18-2 16-4 13-4 14-8 13-4 11-8 16-6 15-0 13-1
600S162-97 50 16-2 14-8 12-10 18-2 16-6 14-5 14-8 13-4 11-8 16-6 15-0 13-1
600S200-97 33 16-11 15-4 13-5 19-0 17-3 14-3 15-4 13-11 12-2 17-3 15-8 13-8
600S200-97 50 16-11 15-4 13-5 19-0 17-3 15-1 15-4 13-11 12-2 17-3 15-8 13-8
600S250-97 33 17-11 16-3 14-2 20-1 18-3 15-6 16-3 14-9 12-11 18-3 16-7 14-6
600S250-97 50 17-11 16-3 14-2 20-1 18-3 15-11 16-3 14-9 12-11 18-3 16-7 14-6
600S300-97 33 18-9 17-1 14-11 21-1 19-2 16-7 17-1 15-6 13-6 19-2 17-5 15-2
600S300-97 50 18-9 17-1 14-11 21-1 19-2 16-9 17-1 15-6 13-6 19-2 17-5 15-2
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 50 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
800S137-33 33 12-0 e 10-5 e 7-7 e 12-0 a 9-1 a 6-1 a 12-0 e 10-5 e 7-7 e 12-0 a 9-1 a 6-1 a
800S162-33 33 12-9 e 11-1 e 7-7 e 12-2 a 9-1 a 6-1 a 12-9 e 11-1 e 7-7 e 12-2 a 9-1 a 6-1 a
800S200-33 33 12-11 e 11-2 e 7-7 e 12-2 a 9-1 a 6-1 a 12-11 e 11-2 e 7-7 e 12-2 a 9-1 a 6-1 a
800S137-43 33 15-0 e 13-0 e 10-7 e 15-0 i 13-0 a 10-7 a 13-10 e 12-7 e 10-7 e 15-0 i 13-0 a 10-7 a
800S162-43 33 15-10 e 13-9 e 11-2 e 15-10 i 13-9 a 11-2 a 14-5 e 13-1 e 11-2 e 15-10 i 13-9 a 11-2 a
800S200-43 33 15-8 e 13-7 e 11-1 e 15-8 i 13-7 a 11-1 a 14-11 e 13-7 e 11-1 e 15-8 i 13-7 a 11-1 a
800S250-43 33 16-10 e 14-7 e 11-11 e 16-10 a 14-7 a 11-11 a 15-9 e 14-3 e 11-11 e 16-10 a 14-7 a 11-11 a
800S300-43 33 17-10 e 15-5 e 12-7 e 17-10 a 15-5 a 12-7 a 16-4 e 14-10 e 12-7 e 17-10 a 15-5 a 12-7 a
800S137-54 33 16-5 14-5 11-9 e 16-8 i 14-5 i 11-9 i 14-11 13-6 11-9 e 16-8 i 14-5 i 11-9 i
800S137-54 50 16-5 14-11 13-0 18-5 16-9 i 14-4 i 14-11 13-6 11-10 16-9 15-2 i 13-3 i
800S162-54 33 17-1 15-4 12-6 e 17-8 i 15-4 i 12-6 i 15-6 14-1 12-3 e 17-5 i 15-4 i 12-6 i
800S162-54 50 17-1 15-6 13-6 e 19-2 i 17-5 i 15-2 i 15-6 14-1 12-3 17-5 15-10 i 13-10 i
800S200-54 33 17-8 15-11 e 13-0 e 18-5 i 15-11 i 13-0 i 16-1 14-7 12-9 e 18-1 i 15-11 i 13-0 i
800S200-54 50 17-8 16-1 14-1 e 19-11 i 18-1 i 14-11 i 16-1 14-7 12-9 18-1 16-5 i 14-4 i
800S250-54 33 18-8 16-9 e 13-8 e 19-4 i 16-9 i 13-8 i 16-11 15-4 13-5 e 19-0 i 16-9 i 13-8 i
800S250-54 50 18-7 16-10 14-9 e 20-10 i 18-11 i 15-11 i 16-10 15-4 13-4 e 18-11 i 17-2 i 15-0 i
800S300-54 33 19-6 17-8 e 14-5 e 20-5 i 17-8 i 14-5 a 17-8 16-1 e 14-0 e 19-10 i 17-8 i 14-5 a
800S300-54 50 19-3 17-6 15-3 e 21-8 i 19-8 i 16-7 i 17-6 15-11 13-11 e 19-8 i 17-10 i 15-7 i
800S137-68 33 17-8 16-0 13-2 18-7 16-1 13-2 i 16-0 14-7 12-9 18-0 16-1 13-2 i
800S137-68 50 17-8 16-0 14-0 19-10 18-0 15-9 i 16-0 14-7 12-9 18-0 16-4 14-3
800S162-68 33 18-4 16-8 13-11 19-9 17-1 i 13-11 i 16-8 15-2 13-3 18-9 17-0 i 13-11 i
800S162-68 50 18-4 16-8 14-7 20-7 18-9 16-4 i 16-8 15-2 13-3 18-9 17-0 14-10 i
800S200-68 33 19-1 17-4 14-9 20-10 18-0 i 14-9 i 17-4 15-9 13-9 19-5 17-8 i 14-9 i
800S200-68 50 19-1 17-4 15-1 21-5 19-5 17-0 i 17-4 15-9 13-9 19-5 17-8 15-5 i
800S250-68 33 20-1 18-3 15-8 22-2 i 19-2 i 15-8 i 18-3 16-7 14-5 20-6 18-7 i 15-8 i
800S250-68 50 20-1 18-3 15-11 22-6 20-6 17-10 i 18-3 16-7 14-5 20-6 18-7 16-3 i
800S300-68 33 21-0 19-1 16-2 22-11 i 19-10 i 16-2 i 19-1 17-4 15-1 21-5 19-5 i 16-2 i
800S300-68 50 20-11 19-0 16-7 23-5 21-4 18-7 i 19-0 17-3 15-1 21-4 19-4 16-11 i
800S162-97 33 20-6 18-7 16-3 23-0 20-1 16-5 18-7 16-11 14-9 20-11 19-0 16-5
800S162-97 50 20-6 18-7 16-3 23-0 20-11 18-3 18-7 16-11 14-9 20-11 19-0 16-7
800S200-97 33 21-3 19-4 16-10 23-11 21-4 17-5 19-4 17-7 15-4 21-8 19-8 17-3
800S200-97 50 21-3 19-4 16-10 23-11 21-8 18-11 19-4 17-7 15-4 21-8 19-8 17-3
800S250-97 33 22-5 20-4 17-9 25-2 22-10 18-10 20-4 18-6 16-2 22-10 20-9 18-2
800S250-97 50 22-5 20-4 17-9 25-2 22-10 20-0 20-4 18-6 16-2 22-10 20-9 18-2
800S300-97 33 23-5 21-4 18-7 26-4 23-11 20-0 21-4 19-4 16-11 23-11 21-9 19-0
800S300-97 50 23-5 21-4 18-7 26-4 23-11 20-11 21-4 19-4 16-11 23-11 21-9 19-0
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 50 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
925S137-33 33 12-11 e 9-9 e 6-6 e 10-5 a 7-10 a 5-2 a 12-11 e 9-9 e 6-6 e 10-5 a 7-10 a 5-2 a
925S162-33 33 13-1 e 9-9 e 6-6 e 10-5 a 7-10 a 5-2 a 13-1 e 9-9 e 6-6 e 10-5 a 7-10 a 5-2 a
925S200-33 33 13-1 e 9-9 e 6-6 e 10-5 a 7-10 a 5-2 a 13-1 e 9-9 e 6-6 e 10-5 a 7-10 a 5-2 a
925S137-43 33 16-0 e 13-10 e 11-4 e 16-0 a 13-10 a 11-4 a 15-8 e 13-10 e 11-4 e 16-0 a 13-10 a 11-4 a
925S162-43 33 17-0 e 14-8 e 12-0 e 17-0 a 14-8 a 11-7 a 16-3 e 14-8 e 12-0 e 17-0 a 14-8 a 11-7 a
925S200-43 33 16-9 e 14-6 e 11-10 e 16-9 a 14-6 a 11-7 a 16-9 e 14-6 e 11-10 e 16-9 a 14-6 a 11-7 a
925S250-43 33 18-1 e 15-8 e 12-9 e 18-1 a 15-8 a 11-7 a 17-8 e 15-8 e 12-9 e 18-1 a 15-8 a 11-7 a
925S300-43 33 19-1 e 16-6 e 13-6 e 19-1 a 16-6 a 11-7 a 18-4 e 16-6 e 13-6 e 19-1 a 16-6 a 11-7 a
925S137-54 33 18-6 16-1 e 13-2 e 18-7 i 16-1 i 13-2 a 16-10 15-4 e 13-2 e 18-7 i 16-1 i 13-2 a
925S137-54 50 18-6 16-10 14-8 e 20-10 i 18-10 i 15-4 i 16-10 15-4 13-4 e 18-11 i 17-2 i 15-0 i
925S162-54 33 19-3 17-0 e 13-11 e 19-8 i 17-0 i 13-11 a 17-6 15-10 e 13-10 e 19-7 i 17-0 i 13-11 a
925S162-54 50 19-3 17-6 15-3 e 21-7 i 19-7 i 16-3 i 17-6 15-10 13-10 e 19-7 i 17-10 i 15-7 i
925S200-54 33 19-11 e 17-8 e 14-5 e 20-5 i 17-8 i 14-5 a 18-1 16-5 e 14-4 e 20-4 i 17-8 i 14-5 a
925S200-54 50 19-11 18-1 15-9 e 22-4 i 19-7 i 15-11 i 18-1 16-5 14-4 e 20-4 i 18-5 i 15-11 i
925S250-54 33 20-11 e 18-6 e 15-1 e 21-5 i 18-6 i 15-1 a 19-0 17-3 e 15-1 e 21-4 i 18-6 i 15-1 a
925S250-54 50 20-10 18-11 e 16-7 e 23-5 i 20-10 i 17-0 a 18-11 17-3 15-0 e 21-3 i 19-4 i 16-11 a
925S300-54 33 21-10 e 19-6 e 15-11 e 22-7 i 19-6 i 15-11 a 19-10 e 18-0 e 15-9 e 22-3 i 19-6 i 15-11 a
925S300-54 50 21-8 19-8 e 17-2 e 24-3 i 21-10 i 17-10 a 19-8 17-10 15-7 e 22-1 i 20-1 i 17-6 a
925S137-68 33 19-11 18-0 14-8 20-9 18-0 i 14-8 i 18-1 16-5 14-4 20-4 18-0 i 14-8 i
925S137-68 50 19-11 18-1 15-10 22-5 20-4 17-9 i 18-1 16-5 14-4 20-4 18-6 16-2 i
925S162-68 33 20-8 18-9 15-6 21-11 i 19-0 i 15-6 i 18-9 17-1 14-11 21-1 19-0 i 15-6 i
925S162-68 50 20-8 18-9 16-5 23-3 21-1 18-5 i 18-9 17-1 14-11 21-1 19-2 16-9 i
925S200-68 33 21-5 19-5 16-4 23-1 i 20-0 i 16-4 i 19-5 17-8 15-5 21-10 i 19-10 i 16-4 i
925S200-68 50 21-5 19-5 17-0 24-1 21-10 i 19-1 i 19-5 17-8 15-5 21-10 19-10 17-4 i
925S250-68 33 22-6 20-5 17-4 e 24-6 i 21-3 i 17-4 i 20-5 18-7 16-3 22-11 i 20-10 i 17-4 i
925S250-68 50 22-6 20-5 17-10 25-3 22-11 i 20-1 i 20-5 18-7 16-3 22-11 20-10 18-3 i
925S300-68 33 23-6 21-4 17-11 e 25-4 i 21-11 i 17-11 i 21-4 19-4 16-11 e 23-11 i 21-9 i 17-11 i
925S300-68 50 23-5 21-3 18-7 26-3 23-10 i 20-10 i 21-3 19-3 16-10 23-10 21-8 i 18-11 i
925S162-97 33 23-1 21-0 18-4 25-11 22-5 18-4 21-0 19-1 16-8 23-7 21-5 18-4
925S162-97 50 23-1 21-0 18-4 25-11 23-7 20-7 21-0 19-1 16-8 23-7 21-5 18-8
925S200-97 33 23-11 21-9 19-0 26-10 23-8 19-4 21-9 19-9 17-3 24-5 22-2 19-4
925S200-97 50 23-11 21-9 19-0 26-10 24-5 21-4 21-9 19-9 17-3 24-5 22-2 19-4
925S250-97 33 25-2 22-10 20-0 28-3 25-6 20-10 22-10 20-9 18-2 25-8 23-4 20-4
925S250-97 50 25-2 22-10 20-0 28-3 25-8 22-5 22-10 20-9 18-2 25-8 23-4 20-4
925S300-97 33 26-3 23-10 20-10 29-6 26-10 22-1 i 23-10 21-8 18-11 26-10 24-4 21-3
925S300-97 50 26-3 23-10 20-10 29-6 26-10 23-5 23-10 21-8 18-11 26-10 24-4 21-3
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 50 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1000S137-33 33 12-1 e 9-0 e 6-0 e 9-8 a 7-3 a 4-10 a 12-1 e 9-0 e 6-0 e 9-8 a 7-3 a 4-10 a
1000S162-33 33 12-1 e 9-0 e 6-0 e 9-8 a 7-3 a 4-10 a 12-1 e 9-0 e 6-0 e 9-8 a 7-3 a 4-10 a
1000S200-33 33 12-1 e 9-0 e 6-0 e 9-8 a 7-3 a 4-10 a 12-1 e 9-0 e 6-0 e 9-8 a 7-3 a 4-10 a
1000S137-43 33 16-7 e 14-4 e 11-8 e 16-7 a 14-4 a 10-8 a 16-7 e 14-4 e 11-8 e 16-7 a 14-4 a 10-8 a
1000S162-43 33 17-7 e 15-3 e 12-5 e 17-7 a 15-3 a 10-8 a 17-4 e 15-3 e 12-5 e 17-7 a 15-3 a 10-8 a
1000S200-43 33 17-4 e 15-0 e 12-3 e 17-4 a 15-0 a 10-8 a 17-4 e 15-0 e 12-3 e 17-4 a 15-0 a 10-8 a
1000S250-43 33 18-9 e 16-3 e 13-3 e 18-9 a 16-1 a 10-8 a 18-9 e 16-3 e 13-3 e 18-9 a 16-1 a 10-8 a
1000S300-43 33 19-10 e 17-2 e 13-5 e 19-10 a 16-1 a 10-8 a 19-6 e 17-2 e 13-5 e 19-10 a 16-1 a 10-8 a
1000S137-54 33 19-9 e 17-1 e 14-0 e 19-9 i 17-1 i 14-0 a 18-0 16-4 e 14-0 e 19-9 i 17-1 i 14-0 a
1000S137-54 50 19-10 18-0 e 15-8 e 22-3 i 19-6 i 15-11 i 18-0 16-4 14-3 e 20-2 i 18-4 i 15-11 i
1000S162-54 33 20-6 e 18-0 e 14-9 e 20-10 i 18-0 i 14-9 a 18-8 16-11 e 14-9 e 20-10 i 18-0 i 14-9 a
1000S162-54 50 20-6 18-8 e 16-3 e 23-0 i 20-8 i 16-10 a 18-8 16-11 14-9 e 20-11 i 19-0 i 16-7 a
1000S200-54 33 21-2 e 18-8 e 15-3 e 21-7 i 18-8 i 15-3 a 19-3 e 17-6 e 15-3 e 21-7 i 18-8 i 15-3 a
1000S200-54 50 21-2 19-3 e 16-6 e 23-5 i 20-3 i 16-6 a 19-3 17-6 15-3 e 21-8 i 19-8 i 16-6 a
1000S250-54 33 22-3 e 19-4 e 15-9 e 22-4 i 19-4 a 15-9 a 20-2 e 18-4 e 15-9 e 22-4 i 19-4 a 15-9 a
1000S250-54 50 22-3 20-2 e 17-8 e 24-11 i 21-7 i 17-8 a 20-2 18-4 e 16-0 e 22-8 i 20-7 i 17-8 a
1000S300-54 33 23-2 e 20-4 e 16-7 e 23-5 i 20-4 a 16-7 a 21-1 e 19-1 e 16-7 e 23-5 i 20-4 a 16-7 a
1000S300-54 50 23-0 20-11 e 18-3 e 25-10 i 22-8 i 18-6 a 20-11 19-0 e 16-7 e 23-6 i 21-4 i 18-6 a
1000S137-68 33 21-4 19-1 15-7 22-1 i 19-1 i 15-7 i 19-4 17-7 15-4 21-9 i 19-1 i 15-7 i
1000S137-68 50 21-4 19-4 16-11 23-11 21-9 i 19-0 i 19-4 17-7 15-4 21-9 19-9 17-3 i
1000S162-68 33 22-1 20-1 16-5 e 23-3 i 20-2 i 16-5 i 20-1 18-3 15-11 22-6 i 20-2 i 16-5 i
1000S162-68 50 22-1 20-1 17-6 24-9 22-6 i 19-8 i 20-1 18-3 15-11 22-6 20-5 17-10 i
1000S200-68 33 22-10 20-9 17-3 e 24-5 i 21-2 i 17-3 i 20-9 18-10 16-5 e 23-3 i 21-2 i 17-3 i
1000S200-68 50 22-10 20-9 18-1 25-8 23-3 i 20-4 i 20-9 18-10 16-5 23-3 21-2 18-6 i
1000S250-68 33 23-11 21-9 18-4 e 25-11 i 22-5 i 18-4 i 21-9 19-9 17-3 e 24-5 i 22-2 i 18-4 i
1000S250-68 50 23-11 21-9 19-0 26-11 24-5 i 21-0 i 21-9 19-9 17-3 24-5 22-2 i 19-5 i
1000S300-68 33 25-0 22-8 18-11 e 26-9 i 23-2 i 18-11 i 22-8 20-7 18-0 e 25-6 i 23-2 i 18-11 i
1000S300-68 50 24-11 22-7 19-9 27-11 25-5 i 22-2 i 22-7 20-6 17-11 25-5 23-1 i 20-2 i
1000S162-97 33 24-8 22-5 19-5 27-6 23-9 19-5 22-5 20-4 17-9 25-2 22-10 19-5
1000S162-97 50 24-8 22-5 19-7 27-8 25-2 22-0 22-5 20-4 17-9 25-2 22-10 19-11
1000S200-97 33 25-6 23-2 20-3 28-8 25-0 20-5 23-2 21-1 18-5 26-0 23-8 20-5
1000S200-97 50 25-6 23-2 20-3 28-8 26-0 22-9 23-2 21-1 18-5 26-0 23-8 20-8
1000S250-97 33 26-9 24-4 21-3 30-1 26-11 22-0 i 24-4 22-1 19-4 27-4 24-10 21-8 i
1000S250-97 50 26-9 24-4 21-3 30-1 27-4 23-10 24-4 22-1 19-4 27-4 24-10 21-8
1000S300-97 33 27-11 25-5 22-2 31-4 28-6 23-3 i 25-5 23-1 20-2 28-6 25-11 22-7 i
1000S300-97 50 27-11 25-5 22-2 31-4 28-6 24-11 25-5 23-1 20-2 28-6 25-11 22-7
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 50 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1125S137-33 33 10-8 e 8-0 e 5-4 e 8-6 a 6-5 a 4-3 a 10-8 e 8-0 e 5-4 e 8-6 a 6-5 a 4-3 a
1125S162-33 33 10-8 e 8-0 e 5-4 e 8-6 a 6-5 a 4-3 a 10-8 e 8-0 e 5-4 e 8-6 a 6-5 a 4-3 a
1125S200-33 33 10-8 e 8-0 e 5-4 e 8-6 a 6-5 a 4-3 a 10-8 e 8-0 e 5-4 e 8-6 a 6-5 a 4-3 a
1125S137-43 33 17-5 e 15-1 e 11-10 e 17-5 a 14-3 a 9-6 a 17-5 e 15-1 e 11-10 e 17-5 a 14-3 a 9-6 a
1125S162-43 33 18-7 e 16-1 e 11-10 e 18-7 a 14-3 a 9-6 a 18-7 e 16-1 e 11-10 e 18-7 a 14-3 a 9-6 a
1125S200-43 33 18-4 e 15-11 e 11-10 e 18-4 a 14-3 a 9-6 a 18-4 e 15-11 e 11-10 e 18-4 a 14-3 a 9-6 a
1125S250-43 33 19-10 e 17-2 e 11-10 e 19-0 a 14-3 a 9-6 a 19-10 e 17-2 e 11-10 e 19-0 a 14-3 a 9-6 a
1125S300-43 33 21-0 e 17-10 e 11-10 e 19-0 a 14-3 a 9-6 a 21-0 e 17-10 e 11-10 e 19-0 a 14-3 a 9-6 a
1125S137-54 33 20-10 e 18-0 e 14-8 e 20-10 i 18-0 a 14-8 a 19-11 e 18-0 e 14-8 e 20-10 i 18-0 a 14-8 a
1125S137-54 50 21-11 19-11 e 16-9 e 23-8 i 20-6 i 16-9 a 19-11 18-1 e 15-9 e 22-4 i 20-3 i 16-9 a
1125S162-54 33 22-0 e 19-0 e 15-6 e 22-0 i 19-0 a 15-6 a 20-7 e 18-8 e 15-6 e 22-0 i 19-0 a 15-6 a
1125S162-54 50 22-8 e 20-7 e 17-9 e 25-2 i 21-9 i 17-9 a 20-7 18-8 e 16-4 e 23-1 i 21-0 i 17-9 a
1125S200-54 33 22-8 e 19-7 e 16-0 e 22-8 i 19-7 a 16-0 a 21-3 e 19-3 e 16-0 e 22-8 i 19-7 a 16-0 a
1125S200-54 50 23-4 e 21-3 e 17-6 e 24-9 i 21-5 i 17-6 a 21-3 19-3 e 16-10 e 23-10 i 21-5 i 17-6 a
1125S250-54 33 23-6 e 20-4 e 16-7 e 23-6 i 20-4 a 16-7 a 22-2 e 20-2 e 16-7 e 23-6 i 20-4 a 16-7 a
1125S250-54 50 24-5 e 22-2 e 18-8 e 26-5 i 22-10 a 18-8 a 22-2 20-2 e 17-7 e 24-11 i 22-8 a 18-8 a
1125S300-54 33 24-9 e 21-5 e 17-6 e 24-9 a 21-5 a 17-6 a 23-1 e 21-0 e 17-6 e 24-9 a 21-5 a 17-6 a
1125S300-54 50 25-4 e 23-0 e 19-7 e 27-9 i 24-0 a 18-10 a 23-0 e 20-10 e 18-3 e 25-10 i 23-5 a 18-10 a
1125S137-68 33 23-7 20-11 17-1 e 24-2 i 20-11 i 17-1 i 21-5 19-5 17-0 e 24-0 i 20-11 i 17-1 i
1125S137-68 50 23-7 21-5 18-8 26-5 24-0 i 20-5 i 21-5 19-5 17-0 24-0 21-10 i 19-1 i
1125S162-68 33 24-4 22-0 18-0 e 25-5 i 22-0 i 18-0 i 22-2 20-1 17-7 e 24-10 i 22-0 i 18-0 i
1125S162-68 50 24-4 22-2 19-4 27-4 24-10 i 21-6 i 22-2 20-1 17-7 24-10 22-7 i 19-9 i
1125S200-68 33 25-2 22-10 18-10 e 26-8 i 23-1 i 18-10 i 22-10 20-9 18-2 e 25-8 i 23-1 i 18-10 i
1125S200-68 50 25-2 22-10 19-11 e 28-3 i 25-8 i 21-11 i 22-10 20-9 18-2 25-8 23-4 i 20-4 i
1125S250-68 33 26-4 23-11 e 19-11 e 28-2 i 24-4 i 19-11 i 23-11 21-9 19-0 e 26-10 i 24-4 i 19-11 i
1125S250-68 50 26-4 23-11 20-11 e 29-7 i 26-10 i 22-2 i 23-11 21-9 19-0 26-10 24-5 i 21-4 i
1125S300-68 33 27-5 24-11 e 20-6 e 29-1 i 25-2 i 20-6 i 24-11 22-7 19-9 e 27-11 i 25-2 i 20-6 i
1125S300-68 50 27-4 24-10 21-9 e 30-9 i 27-11 i 23-5 i 24-10 22-7 19-9 e 27-11 i 25-4 i 22-2 i
1125S162-97 33 27-3 24-9 21-3 30-1 26-0 21-3 i 24-9 22-6 19-7 27-9 25-3 21-3 i
1125S162-97 50 27-3 24-9 21-7 30-7 27-9 24-3 24-9 22-6 19-7 27-9 25-3 22-0
1125S200-97 33 28-1 25-7 22-4 31-7 27-4 22-4 i 25-7 23-3 20-3 28-8 26-1 22-4 i
1125S200-97 50 28-1 25-7 22-4 31-7 28-8 25-1 25-7 23-3 20-3 28-8 26-1 22-9
1125S250-97 33 29-6 26-9 23-4 33-1 29-3 23-11 i 26-9 24-4 21-3 30-1 27-4 23-10 i
1125S250-97 50 29-6 26-9 23-4 33-1 30-1 26-3 26-9 24-4 21-3 30-1 27-4 23-10
1125S300-97 33 30-8 27-10 24-4 34-5 30-11 25-3 i 27-10 25-4 22-1 31-4 28-5 24-10 i
1125S300-97 50 30-8 27-10 24-4 34-5 31-4 27-4 27-10 25-4 22-1 31-4 28-5 24-10
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 50 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1200S137-33 33 10-0 e 7-6 e 5-0 e 8-0 a 6-0 a 4-0 a 10-0 e 7-6 e 5-0 e 8-0 a 6-0 a 4-0 a
1200S162-33 33 10-0 e 7-6 e 5-0 e 8-0 a 6-0 a 4-0 a 10-0 e 7-6 e 5-0 e 8-0 a 6-0 a 4-0 a
1200S200-33 33 10-0 e 7-6 e 5-0 e 8-0 a 6-0 a 4-0 a 10-0 e 7-6 e 5-0 e 8-0 a 6-0 a 4-0 a
1200S137-43 33 18-0 e 15-7 e 11-1 e 17-9 a 13-4 a 8-10 a 18-0 e 15-7 e 11-1 e 17-9 a 13-4 a 8-10 a
1200S162-43 33 19-1 e 16-7 e 11-1 e 17-9 a 13-4 a 8-10 a 19-1 e 16-7 e 11-1 e 17-9 a 13-4 a 8-10 a
1200S200-43 33 18-11 e 16-4 e 11-1 e 17-9 a 13-4 a 8-10 a 18-11 e 16-4 e 11-1 e 17-9 a 13-4 a 8-10 a
1200S250-43 33 20-5 e 16-8 e 11-1 e 17-9 a 13-4 a 8-10 a 20-5 e 16-8 e 11-1 e 17-9 a 13-4 a 8-10 a
1200S300-43 33 21-8 e 16-8 e 11-1 e 17-9 a 13-4 a 8-10 a 21-8 e 16-8 e 11-1 e 17-9 a 13-4 a 8-10 a
1200S137-54 33 21-5 e 18-6 e 15-1 e 21-5 i 18-6 a 15-1 a 21-0 e 18-6 e 15-1 e 21-5 i 18-6 a 15-1 a
1200S137-54 50 23-2 e 21-0 e 17-3 e 24-5 i 21-2 i 17-3 a 21-0 19-1 e 16-8 e 23-7 i 21-2 i 17-3 a
1200S162-54 33 22-7 e 19-7 e 16-0 e 22-7 i 19-7 a 16-0 a 21-9 e 19-7 e 16-0 e 22-7 i 19-7 a 16-0 a
1200S162-54 50 23-11 e 21-9 e 18-4 e 25-11 i 22-5 a 17-7 a 21-9 e 19-9 e 17-3 e 24-5 i 22-2 a 17-7 a
1200S200-54 33 23-3 e 20-2 e 16-5 e 23-3 a 20-2 a 16-5 a 22-5 e 20-2 e 16-5 e 23-3 a 20-2 a 16-5 a
1200S200-54 50 24-8 e 22-1 e 18-0 e 25-6 i 22-1 a 17-7 a 22-5 e 20-4 e 17-9 e 25-2 i 22-1 a 17-7 a
1200S250-54 33 24-2 e 20-11 e 17-1 e 24-2 a 20-11 a 17-1 a 23-5 e 20-11 e 17-1 e 24-2 a 20-11 a 17-1 a
1200S250-54 50 25-9 e 23-5 e 19-3 e 27-3 i 23-7 a 17-7 a 23-5 e 21-3 e 18-7 e 26-3 i 23-7 a 17-7 a
1200S300-54 33 25-6 e 22-1 e 18-0 e 25-6 a 22-1 a 17-7 a 24-4 e 22-1 e 18-0 e 25-6 a 22-1 a 17-7 a
1200S300-54 50 26-9 e 24-3 e 20-3 e 28-8 i 24-9 a 17-7 a 24-3 e 22-1 e 19-3 e 27-3 i 24-9 a 17-7 a
1200S137-68 33 24-11 22-0 18-0 e 25-5 i 22-0 i 18-0 i 22-7 20-7 17-11 e 25-5 i 22-0 i 18-0 i
1200S137-68 50 24-11 22-7 19-9 e 28-0 i 25-5 i 20-11 i 22-7 20-7 17-11 25-5 23-1 i 20-2 i
1200S162-68 33 25-9 23-2 e 18-11 e 26-9 i 23-2 i 18-11 i 23-4 21-3 18-6 e 26-3 i 23-2 i 18-11 i
1200S162-68 50 25-9 23-4 20-5 e 28-11 i 26-3 i 22-2 i 23-4 21-3 18-6 26-3 23-10 i 20-10 i
1200S200-68 33 26-6 24-1 e 19-9 e 27-11 i 24-2 i 19-9 i 24-1 21-11 19-1 e 27-1 i 24-2 i 19-9 i
1200S200-68 50 26-6 24-1 21-1 e 29-10 i 27-1 i 22-6 i 24-1 21-11 19-1 e 27-1 i 24-7 i 21-6 i
1200S250-68 33 27-9 25-2 e 20-10 e 29-6 i 25-6 i 20-10 a 25-2 22-11 e 20-0 e 28-4 i 25-6 i 20-10 a
1200S250-68 50 27-9 25-2 22-0 e 31-2 i 27-11 i 22-9 i 25-2 22-11 20-0 e 28-4 i 25-9 i 22-5 i
1200S300-68 33 28-10 26-2 e 21-5 e 30-4 i 26-3 i 21-5 a 26-2 23-10 e 20-9 e 29-5 i 26-3 i 21-5 a
1200S300-68 50 28-10 26-2 22-11 e 32-5 i 29-5 i 24-1 i 26-2 23-10 20-9 e 29-5 i 26-9 i 23-4 i
1200S162-97 33 28-9 26-2 22-4 31-7 27-4 22-4 i 26-2 23-9 20-9 29-4 26-8 22-4 i
1200S162-97 50 28-9 26-2 22-10 32-4 29-4 25-8 26-2 23-9 20-9 29-4 26-8 23-3
1200S200-97 33 29-8 27-0 23-5 33-1 28-8 23-5 i 27-0 24-6 21-5 30-3 27-6 23-5 i
1200S200-97 50 29-8 27-0 23-7 33-4 30-3 26-5 27-0 24-6 21-5 30-3 27-6 24-0
1200S250-97 33 31-1 28-2 24-8 34-10 30-8 25-0 i 28-2 25-7 22-5 31-8 28-9 25-0 i
1200S250-97 50 31-1 28-2 24-8 34-10 31-8 27-8 28-2 25-7 22-5 31-8 28-9 25-2
1200S300-97 33 32-4 29-4 25-8 36-3 32-5 i 26-5 i 29-4 26-8 23-3 32-11 29-11 26-2 i
1200S300-97 50 32-4 29-4 25-8 36-3 32-11 28-9 i 29-4 26-8 23-3 32-11 29-11 26-2
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
10 psf Dead Load and 50 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1400S137-33 33 8-6 e 6-5 e 4-3 e 6-10 a 5-1 a 3-5 a 8-6 e 6-5 e 4-3 e 6-10 a 5-1 a 3-5 a
1400S162-33 33 8-6 e 6-5 e 4-3 e 6-10 a 5-1 a 3-5 a 8-6 e 6-5 e 4-3 e 6-10 a 5-1 a 3-5 a
1400S200-33 33 8-6 e 6-5 e 4-3 e 6-10 a 5-1 a 3-5 a 8-6 e 6-5 e 4-3 e 6-10 a 5-1 a 3-5 a
1400S137-43 33 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a
1400S162-43 33 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a
1400S200-43 33 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a
1400S250-43 33 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a
1400S300-43 33 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a 19-0 e 14-3 e 9-6 e 15-2 a 11-4 a 7-7 a
1400S137-54 33 22-10 e 19-10 e 16-2 e 22-10 a 19-10 a 15-0 a 22-10 e 19-10 e 16-2 e 22-10 a 19-10 a 15-0 a
1400S137-54 50 25-9 e 22-9 e 18-7 e 26-3 a 22-7 a 15-0 a 23-5 e 21-3 e 18-7 e 26-3 a 22-7 a 15-0 a
1400S162-54 33 24-2 e 20-11 e 17-1 e 24-2 a 20-11 a 15-0 a 24-2 e 20-11 e 17-1 e 24-2 a 20-11 a 15-0 a
1400S162-54 50 26-7 e 24-2 e 18-9 e 27-11 a 22-7 a 15-0 a 24-2 e 21-11 e 18-9 e 27-2 a 22-7 a 15-0 a
1400S200-54 33 25-0 e 21-7 e 17-8 e 25-0 a 21-7 a 15-0 a 25-0 e 21-7 e 17-8 e 25-0 a 21-7 a 15-0 a
1400S200-54 50 27-6 e 23-10 e 18-9 e 27-6 a 22-7 a 15-0 a 25-2 e 22-11 e 18-9 e 27-6 a 22-7 a 15-0 a
1400S250-54 33 26-0 e 22-6 e 18-4 e 26-0 a 22-6 a 15-0 a 26-0 e 22-6 e 18-4 e 26-0 a 22-6 a 15-0 a
1400S250-54 50 28-11 e 25-5 e 18-9 e 29-5 a 22-7 a 15-0 a 26-3 e 23-11 e 18-9 e 29-5 a 22-7 a 15-0 a
1400S300-54 33 27-5 e 23-9 e 18-9 e 27-5 a 22-7 a 15-0 a 27-5 e 23-9 e 18-9 e 27-5 a 22-7 a 15-0 a
1400S300-54 50 30-1 e 26-9 e 18-9 e 30-1 a 22-7 a 15-0 a 27-4 e 24-10 e 18-9 e 30-1 a 22-7 a 15-0 a
1400S137-68 33 27-7 23-11 e 19-6 e 27-7 i 23-11 i 19-6 a 25-10 23-6 e 19-6 e 27-7 i 23-11 i 19-6 a
1400S137-68 50 28-6 25-10 22-5 e 31-8 i 27-5 i 22-5 i 25-10 23-6 20-6 e 29-1 i 26-5 i 22-5 i
1400S162-68 33 29-0 e 25-1 e 20-6 e 29-0 i 25-1 i 20-6 a 26-8 24-3 e 20-6 e 29-0 i 25-1 i 20-6 a
1400S162-68 50 29-4 26-8 e 23-3 e 32-11 i 29-0 i 23-8 a 26-8 24-3 21-2 e 29-11 i 27-2 i 23-8 a
1400S200-68 33 30-2 e 26-3 e 21-5 e 30-4 i 26-3 i 21-5 a 27-5 24-11 e 21-5 e 30-4 i 26-3 i 21-5 a
1400S200-68 50 30-2 27-5 e 23-11 e 33-11 i 29-7 i 24-2 a 27-5 24-11 21-9 e 30-10 i 28-0 i 24-2 a
1400S250-68 33 31-6 e 27-6 e 22-6 e 31-10 i 27-6 i 22-6 a 28-7 e 26-0 e 22-6 e 31-10 i 27-6 i 22-6 a
1400S250-68 50 31-6 28-7 e 24-6 e 34-8 i 30-0 i 24-6 a 28-7 26-0 22-8 e 32-1 i 29-2 i 24-6 a
1400S300-68 33 32-6 e 28-1 e 22-11 e 32-6 i 28-1 a 22-11 a 29-8 e 26-11 e 22-11 e 32-6 i 28-1 a 22-11 a
1400S300-68 50 32-8 29-8 e 25-11 e 36-8 i 31-9 i 25-11 a 29-8 26-11 e 23-6 e 33-4 i 30-3 i 25-11 a
1400S162-97 33 32-10 29-10 25-2 35-8 30-10 i 25-2 i 29-10 27-1 23-8 33-6 30-5 i 25-2 i
1400S162-97 50 32-10 29-10 26-1 36-10 33-6 29-3 i 29-10 27-1 23-8 33-6 30-5 26-7
1400S200-97 33 33-9 30-8 26-4 37-3 32-3 i 26-4 i 30-8 27-11 24-4 34-6 31-4 i 26-4 i
1400S200-97 50 33-9 30-8 26-10 37-11 34-6 30-1 i 30-8 27-11 24-4 34-6 31-4 27-4 i
1400S250-97 33 35-3 32-0 28-0 39-7 34-4 i 28-0 i 32-0 29-1 25-5 35-11 32-8 i 28-0 i
1400S250-97 50 35-3 32-0 28-0 39-7 35-11 31-5 i 32-0 29-1 25-5 35-11 32-8 28-6 i
1400S300-97 33 36-7 33-3 29-0 41-1 i 36-2 i 29-6 i 33-3 30-2 26-4 37-4 33-11 i 29-6 i
1400S300-97 50 36-7 33-3 29-0 41-1 37-4 32-7 i 33-3 30-2 26-4 37-4 33-11 29-7 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
15 psf Dead Load and 125 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
600S137-33 33 6-10 e 5-11 e 4-4 e 6-10 a 5-3 a 3-6 a 6-10 e 5-11 e 4-4 e 6-10 a 5-3 a 3-6 a
600S162-33 33 7-3 e 6-4 e 4-4 e 7-0 a 5-3 a 3-6 a 7-3 e 6-4 e 4-4 e 7-0 a 5-3 a 3-6 a
600S200-33 33 7-5 e 6-5 e 4-4 e 7-0 a 5-3 a 3-6 a 7-5 e 6-5 e 4-4 e 7-0 a 5-3 a 3-6 a
600S137-43 33 7-11 e 6-10 e 5-7 e 7-11 a 6-10 a 5-7 a 7-11 e 6-10 e 5-7 e 7-11 a 6-10 a 5-7 a
600S162-43 33 8-5 e 7-4 e 6-0 e 8-5 a 7-4 a 6-0 a 8-5 e 7-4 e 6-0 e 8-5 a 7-4 a 6-0 a
600S200-43 33 8-6 e 7-4 e 6-0 e 8-6 a 7-4 a 6-0 a 8-6 e 7-4 e 6-0 e 8-6 a 7-4 a 6-0 a
600S250-43 33 9-2 e 8-0 e 6-6 e 9-2 a 8-0 a 6-6 a 9-2 e 8-0 e 6-6 e 9-2 a 8-0 a 6-6 a
600S300-43 33 9-9 e 8-5 e 6-11 e 9-9 a 8-5 a 6-11 a 9-8 e 8-5 e 6-11 e 9-9 a 8-5 a 6-11 a
600S137-54 33 8-10 7-8 e 6-3 e 8-10 i 7-8 i 6-3 i 8-8 7-8 e 6-3 e 8-10 i 7-8 i 6-3 i
600S137-54 50 9-6 8-8 7-7 e 10-8 i 9-4 i 7-7 i 8-8 7-10 6-10 e 9-9 i 8-10 i 7-7 i
600S162-54 33 9-5 8-2 e 6-8 e 9-5 i 8-2 i 6-8 a 9-0 8-2 e 6-8 e 9-5 i 8-2 i 6-8 a
600S162-54 50 9-11 9-0 7-11 e 11-2 i 9-11 i 8-1 i 9-0 8-2 7-2 e 10-2 i 9-3 i 8-1 i
600S200-54 33 9-10 e 8-6 e 6-11 e 9-10 i 8-6 i 6-11 a 9-5 8-6 e 6-11 e 9-10 i 8-6 i 6-11 a
600S200-54 50 10-4 9-5 e 8-1 e 11-5 i 9-11 i 8-1 i 9-5 8-7 7-6 e 10-7 i 9-7 i 8-1 i
600S250-54 33 10-5 e 9-0 e 7-4 e 10-5 i 9-0 i 7-4 a 9-11 e 9-0 e 7-4 e 10-5 i 9-0 i 7-4 a
600S250-54 50 10-11 9-11 e 8-8 e 12-3 i 10-8 i 8-8 a 9-11 9-0 7-10 e 11-1 i 10-1 i 8-8 a
600S300-54 33 11-0 e 9-6 e 7-9 e 11-0 i 9-6 i 7-9 a 10-5 e 9-6 e 7-9 e 11-0 i 9-6 i 7-9 a
600S300-54 50 11-4 10-4 e 9-0 e 12-9 i 11-3 i 9-2 a 10-4 9-4 e 8-2 e 11-7 i 10-6 i 9-2 a
600S137-68 33 9-10 8-6 6-11 9-10 8-6 i 6-11 i 9-4 8-5 6-11 9-10 8-6 i 6-11 i
600S137-68 50 10-3 9-4 8-1 11-6 10-5 i 8-7 i 9-4 8-5 7-4 10-5 9-6 8-3 i
600S162-68 33 10-6 9-1 7-5 10-6 i 9-1 i 7-5 i 9-9 8-10 7-5 10-6 i 9-1 i 7-5 i
600S162-68 50 10-8 9-9 8-6 12-0 10-11 i 9-2 i 9-9 8-10 7-8 10-11 9-11 8-8 i
600S200-68 33 11-2 9-8 7-10 e 11-2 i 9-8 i 7-10 i 10-2 9-2 7-10 e 11-2 i 9-8 i 7-10 i
600S200-68 50 11-2 10-2 8-10 12-6 11-4 i 9-5 i 10-2 9-2 8-0 11-4 10-4 i 9-0 i
600S250-68 33 11-10 10-4 8-5 e 11-11 i 10-4 i 8-5 i 10-9 9-9 8-5 e 11-11 i 10-4 i 8-5 i
600S250-68 50 11-10 10-9 9-4 13-3 11-11 i 9-9 i 10-9 9-9 8-6 12-0 10-11 i 9-6 i
600S300-68 33 12-4 10-9 8-9 e 12-5 i 10-9 i 8-9 i 11-3 10-2 8-9 e 12-5 i 10-9 i 8-9 i
600S300-68 50 12-4 11-2 9-9 13-10 i 12-7 i 10-5 i 11-2 10-2 8-11 12-7 11-5 i 10-0 i
600S162-97 33 11-11 10-8 8-9 12-4 10-8 8-9 10-10 9-10 8-7 12-2 10-8 8-9
600S162-97 50 11-11 10-10 9-5 13-5 12-2 10-7 10-10 9-10 8-7 12-2 11-0 9-8
600S200-97 33 12-5 11-4 9-3 13-2 11-5 9-3 11-4 10-3 8-11 12-8 11-5 9-3
600S200-97 50 12-5 11-4 9-10 14-0 12-8 11-1 11-4 10-3 8-11 12-8 11-6 10-1
600S250-97 33 13-2 11-11 10-1 14-4 12-5 10-1 i 11-11 10-10 9-6 13-5 12-2 10-1 i
600S250-97 50 13-2 11-11 10-5 14-9 13-5 11-9 11-11 10-10 9-6 13-5 12-2 10-8
600S300-97 33 13-10 12-7 10-10 15-4 13-3 10-10 i 12-7 11-5 9-11 14-1 12-10 10-10 i
600S300-97 50 13-10 12-7 10-11 15-6 14-1 12-4 12-7 11-5 9-11 14-1 12-10 11-2
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
15 psf Dead Load and 125 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
800S137-33 33 6-6 e 4-10 e 3-3 e 5-2 a 3-10 a 2-7 a 6-6 e 4-10 e 3-3 e 5-2 a 3-10 a 2-7 a
800S162-33 33 6-6 e 4-10 e 3-3 e 5-2 a 3-10 a 2-7 a 6-6 e 4-10 e 3-3 e 5-2 a 3-10 a 2-7 a
800S200-33 33 6-6 e 4-10 e 3-3 e 5-2 a 3-10 a 2-7 a 6-6 e 4-10 e 3-3 e 5-2 a 3-10 a 2-7 a
800S137-43 33 9-9 e 8-6 e 6-11 e 9-9 a 8-6 a 5-9 a 9-9 e 8-6 e 6-11 e 9-9 a 8-6 a 5-9 a
800S162-43 33 10-4 e 9-0 e 7-2 e 10-4 a 8-8 a 5-9 a 10-4 e 9-0 e 7-2 e 10-4 a 8-8 a 5-9 a
800S200-43 33 10-3 e 8-10 e 7-2 e 10-3 a 8-8 a 5-9 a 10-3 e 8-10 e 7-2 e 10-3 a 8-8 a 5-9 a
800S250-43 33 11-0 e 9-7 e 7-2 e 11-0 a 8-8 a 5-9 a 11-0 e 9-7 e 7-2 e 11-0 a 8-8 a 5-9 a
800S300-43 33 11-8 e 10-1 e 7-2 e 11-7 a 8-8 a 5-9 a 11-8 e 10-1 e 7-2 e 11-7 a 8-8 a 5-9 a
800S137-54 33 10-11 e 9-5 e 7-8 e 10-11 i 9-5 a 7-8 a 10-11 e 9-5 e 7-8 e 10-11 i 9-5 a 7-8 a
800S137-54 50 12-1 e 11-0 e 9-5 e 13-3 i 11-6 a 9-5 a 11-0 10-0 e 8-8 e 12-4 i 11-2 i 9-5 a
800S162-54 33 11-7 e 10-0 e 8-2 e 11-7 i 10-0 a 8-2 a 11-5 e 10-0 e 8-2 e 11-7 i 10-0 a 8-2 a
800S162-54 50 12-7 e 11-5 e 9-11 e 14-1 i 12-2 a 9-11 a 11-5 e 10-4 e 9-1 e 12-10 i 11-8 a 9-11 a
800S200-54 33 12-0 e 10-5 e 8-6 e 12-0 a 10-5 a 8-6 a 11-10 e 10-5 e 8-6 e 12-0 a 10-5 a 8-6 a
800S200-54 50 13-0 e 11-10 e 9-9 e 13-10 i 12-0 a 9-9 a 11-10 e 10-9 e 9-5 e 13-4 i 12-0 a 9-9 a
800S250-54 33 12-8 e 10-11 e 8-11 e 12-8 a 10-11 a 8-11 a 12-6 e 10-11 e 8-11 e 12-8 a 10-11 a 8-11 a
800S250-54 50 13-8 e 12-5 e 10-5 e 14-8 i 12-9 a 10-5 a 12-5 e 11-3 e 9-10 e 13-11 i 12-8 a 10-5 a
800S300-54 33 13-4 e 11-7 e 9-5 e 13-4 a 11-7 a 9-5 a 13-0 e 11-7 e 9-5 e 13-4 a 11-7 a 9-5 a
800S300-54 50 14-2 e 12-11 e 10-10 e 15-5 a 13-4 a 10-10 a 12-11 e 11-8 e 10-3 e 14-6 i 13-2 a 10-10 a
800S137-68 33 12-2 10-6 8-7 e 12-2 i 10-6 i 8-7 i 11-10 10-6 8-7 e 12-2 i 10-6 i 8-7 i
800S137-68 50 13-0 11-10 10-4 e 14-7 i 13-0 i 10-7 i 11-10 10-9 9-4 e 13-3 i 12-0 i 10-6 i
800S162-68 33 12-11 11-2 e 9-1 e 12-11 i 11-2 i 9-1 i 12-3 11-2 e 9-1 e 12-11 i 11-2 i 9-1 i
800S162-68 50 13-6 12-3 10-9 e 15-2 i 13-9 i 11-3 i 12-3 11-2 9-9 e 13-9 i 12-6 i 10-11 i
800S200-68 33 13-7 11-9 e 9-7 e 13-7 i 11-9 i 9-7 i 12-9 11-7 e 9-7 e 13-7 i 11-9 i 9-7 i
800S200-68 50 14-0 12-9 11-1 e 15-9 i 14-2 i 11-7 i 12-9 11-7 10-1 e 14-4 i 13-0 i 11-4 i
800S250-68 33 14-6 12-7 e 10-3 e 14-6 i 12-7 i 10-3 a 13-5 12-2 e 10-3 e 14-6 i 12-7 i 10-3 a
800S250-68 50 14-9 13-5 11-9 e 16-7 i 14-7 i 11-11 i 13-5 12-2 10-8 e 15-1 i 13-8 i 11-11 i
800S300-68 33 15-0 e 13-0 e 10-7 e 15-0 i 13-0 i 10-7 a 14-0 12-9 e 10-7 e 15-0 i 13-0 i 10-7 a
800S300-68 50 15-4 14-0 e 12-2 e 17-3 i 15-6 i 12-8 a 14-0 12-8 11-1 e 15-8 i 14-3 i 12-5 a
800S162-97 33 15-1 13-2 10-9 15-2 13-2 10-9 i 13-8 12-5 10-9 15-2 13-2 10-9 i
800S162-97 50 15-1 13-8 11-11 16-11 15-5 13-3 i 13-8 12-5 10-10 15-5 14-0 12-2
800S200-97 33 15-8 13-11 11-4 16-1 13-11 11-4 i 14-3 12-11 11-3 16-0 13-11 11-4 i
800S200-97 50 15-8 14-3 12-5 17-7 16-0 13-11 i 14-3 12-11 11-3 16-0 14-6 12-8
800S250-97 33 16-6 15-0 12-4 17-5 15-1 i 12-4 i 15-0 13-7 11-11 16-10 15-1 i 12-4 i
800S250-97 50 16-6 15-0 13-1 18-6 16-10 14-8 i 15-0 13-7 11-11 16-10 15-4 13-4 i
800S300-97 33 17-3 15-8 13-1 18-6 16-0 i 13-1 i 15-8 14-3 12-5 17-7 16-0 i 13-1 i
800S300-97 50 17-3 15-8 13-8 19-5 17-7 15-5 i 15-8 14-3 12-5 17-7 16-0 14-0 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
15 psf Dead Load and 125 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
925S137-33 33 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a
925S162-33 33 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a
925S200-33 33 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a 5-7 e 4-2 e 2-9 e 4-5 a 3-4 a 2-2 a
925S137-43 33 10-5 e 9-1 e 6-2 e 9-11 a 7-5 a 4-11 a 10-5 e 9-1 e 6-2 e 9-11 a 7-5 a 4-11 a
925S162-43 33 11-1 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a 11-1 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a
925S200-43 33 10-11 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a 10-11 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a
925S250-43 33 11-10 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a 11-10 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a
925S300-43 33 12-5 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a 12-5 e 9-4 e 6-2 e 9-11 a 7-5 a 4-11 a
925S137-54 33 12-2 e 10-6 e 8-7 e 12-2 a 10-6 a 8-7 a 12-2 e 10-6 e 8-7 e 12-2 a 10-6 a 8-7 a
925S137-54 50 13-8 e 12-4 e 10-1 e 14-3 a 12-4 a 9-10 a 12-5 e 11-3 e 9-10 e 13-11 i 12-4 a 9-10 a
925S162-54 33 12-10 e 11-2 e 9-1 e 12-10 a 11-2 a 9-1 a 12-10 e 11-2 e 9-1 e 12-10 a 11-2 a 9-1 a
925S162-54 50 14-2 e 12-10 e 10-8 e 15-1 a 13-0 a 9-10 a 12-10 e 11-8 e 10-2 e 14-5 a 13-0 a 9-10 a
925S200-54 33 13-4 e 11-7 e 9-5 e 13-4 a 11-7 a 9-5 a 13-4 e 11-7 e 9-5 e 13-4 a 11-7 a 9-5 a
925S200-54 50 14-8 e 12-9 e 10-5 e 14-9 a 12-9 a 9-10 a 13-4 e 12-1 e 10-5 e 14-9 a 12-9 a 9-10 a
925S250-54 33 14-0 e 12-1 e 9-11 e 14-0 a 12-1 a 9-10 a 14-0 e 12-1 e 9-11 e 14-0 a 12-1 a 9-10 a
925S250-54 50 15-4 e 13-7 e 11-1 e 15-9 a 13-7 a 9-10 a 13-11 e 12-8 e 11-1 e 15-8 a 13-7 a 9-10 a
925S300-54 33 14-9 e 12-9 e 10-5 e 14-9 a 12-9 a 9-10 a 14-7 e 12-9 e 10-5 e 14-9 a 12-9 a 9-10 a
925S300-54 50 15-11 e 14-3 e 11-8 e 16-6 a 14-3 a 9-10 a 14-6 e 13-2 e 11-6 e 16-3 a 14-3 a 9-10 a
925S137-68 33 13-7 11-9 e 9-7 e 13-7 i 11-9 i 9-7 a 13-4 11-9 e 9-7 e 13-7 i 11-9 i 9-7 a
925S137-68 50 14-8 13-4 11-8 e 16-6 i 14-6 i 11-10 i 13-4 12-1 10-7 e 15-0 i 13-7 i 11-10 i
925S162-68 33 14-4 e 12-5 e 10-2 e 14-4 i 12-5 i 10-2 a 13-10 12-5 e 10-2 e 14-4 i 12-5 i 10-2 a
925S162-68 50 15-3 13-10 e 12-1 e 17-1 i 15-4 i 12-6 a 13-10 12-7 11-0 e 15-6 i 14-1 i 12-4 a
925S200-68 33 15-1 e 13-1 e 10-8 e 15-1 i 13-1 i 10-8 a 14-4 e 13-0 e 10-8 e 15-1 i 13-1 i 10-8 a
925S200-68 50 15-9 14-4 e 12-6 e 17-9 i 15-9 i 12-10 a 14-4 13-0 11-4 e 16-1 i 14-7 i 12-9 a
925S250-68 33 16-0 e 13-11 e 11-4 e 16-0 i 13-11 i 11-4 a 15-1 e 13-8 e 11-4 e 16-0 i 13-11 i 11-4 a
925S250-68 50 16-7 15-1 e 13-2 e 18-7 i 16-2 i 13-3 a 15-1 13-8 e 11-11 e 16-11 i 15-4 i 13-3 a
925S300-68 33 16-7 e 14-4 e 11-8 e 16-7 i 14-4 a 11-8 a 15-8 e 14-3 e 11-8 e 16-7 i 14-4 a 11-8 a
925S300-68 50 17-3 15-8 e 13-8 e 19-4 i 17-2 i 14-0 a 15-8 14-2 e 12-5 e 17-7 i 15-11 i 13-11 a
925S162-97 33 16-11 14-8 12-0 16-11 14-8 i 12-0 i 15-5 14-0 12-0 16-11 14-8 i 12-0 i
925S162-97 50 17-0 15-5 13-6 19-1 17-4 14-9 i 15-5 14-0 12-3 17-4 15-9 13-9 i
925S200-97 33 17-7 15-6 12-7 17-10 15-6 i 12-7 i 16-0 14-6 12-7 17-10 15-6 i 12-7 i
925S200-97 50 17-7 16-0 14-0 19-9 18-0 15-6 i 16-0 14-6 12-8 18-0 16-4 14-3 i
925S250-97 33 18-6 16-8 13-7 19-3 i 16-8 i 13-7 i 16-10 15-3 13-4 18-11 i 16-8 i 13-7 i
925S250-97 50 18-6 16-10 14-8 20-10 18-11 i 16-5 i 16-10 15-3 13-4 18-11 17-2 15-0 i
925S300-97 33 19-4 17-7 14-5 20-5 i 17-8 i 14-5 i 17-7 16-0 13-11 19-9 i 17-8 i 14-5 i
925S300-97 50 19-4 17-7 15-4 21-9 19-9 i 17-2 i 17-7 16-0 13-11 19-9 17-11 15-8 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
15 psf Dead Load and 125 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1000S137-33 33 5-2 e 3-10 e 2-7 e 4-1 a 3-1 a 2-0 a 5-2 e 3-10 e 2-7 e 4-1 a 3-1 a 2-0 a
1000S162-33 33 5-2 e 3-10 e 2-7 e 4-1 a 3-1 a 2-0 a 5-2 e 3-10 e 2-7 e 4-1 a 3-1 a 2-0 a
1000S200-33 33 5-2 e 3-10 e 2-7 e 4-1 a 3-1 a 2-0 a 5-2 e 3-10 e 2-7 e 4-1 a 3-1 a 2-0 a
1000S137-43 33 10-10 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a 10-10 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a
1000S162-43 33 11-6 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a 11-6 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a
1000S200-43 33 11-4 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a 11-4 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a
1000S250-43 33 11-6 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a 11-6 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a
1000S300-43 33 11-6 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a 11-6 e 8-7 e 5-9 e 9-2 a 6-10 a 4-7 a
1000S137-54 33 12-11 e 11-2 e 9-2 e 12-11 a 11-2 a 9-1 a 12-11 e 11-2 e 9-2 e 12-11 a 11-2 a 9-1 a
1000S137-54 50 14-7 e 12-9 e 10-5 e 14-8 a 12-9 a 9-1 a 13-3 e 12-0 e 10-5 e 14-8 a 12-9 a 9-1 a
1000S162-54 33 13-8 e 11-10 e 9-7 e 13-8 a 11-10 a 9-1 a 13-8 e 11-10 e 9-7 e 13-8 a 11-10 a 9-1 a
1000S162-54 50 15-1 e 13-6 e 11-0 e 15-7 a 13-6 a 9-1 a 13-9 e 12-5 e 10-11 e 15-5 a 13-6 a 9-1 a
1000S200-54 33 14-1 e 12-2 e 9-11 e 14-1 a 12-2 a 9-1 a 14-1 e 12-2 e 9-11 e 14-1 a 12-2 a 9-1 a
1000S200-54 50 15-4 e 13-3 e 10-10 e 15-4 a 13-3 a 9-1 a 14-2 e 12-11 e 10-10 e 15-4 a 13-3 a 9-1 a
1000S250-54 33 14-7 e 12-8 e 10-4 e 14-7 a 12-8 a 9-1 a 14-7 e 12-8 e 10-4 e 14-7 a 12-8 a 9-1 a
1000S250-54 50 16-4 e 14-2 e 11-4 e 16-4 a 13-8 a 9-1 a 14-10 e 13-6 e 11-4 e 16-4 a 13-8 a 9-1 a
1000S300-54 33 15-4 e 13-3 e 10-10 e 15-4 a 13-3 a 9-1 a 15-4 e 13-3 e 10-10 e 15-4 a 13-3 a 9-1 a
1000S300-54 50 16-11 e 14-10 e 11-4 e 17-2 a 13-8 a 9-1 a 15-5 e 14-0 e 11-4 e 17-2 a 13-8 a 9-1 a
1000S137-68 33 14-5 e 12-6 e 10-2 e 14-5 i 12-6 i 10-2 a 14-3 e 12-6 e 10-2 e 14-5 i 12-6 i 10-2 a
1000S137-68 50 15-8 14-3 e 12-5 e 17-7 i 15-5 i 12-7 a 14-3 12-11 11-4 e 16-0 i 14-6 i 12-7 a
1000S162-68 33 15-3 e 13-2 e 10-9 e 15-3 i 13-2 i 10-9 a 14-9 e 13-2 e 10-9 e 15-3 i 13-2 i 10-9 a
1000S162-68 50 16-3 14-9 e 12-11 e 18-3 i 16-3 i 13-3 a 14-9 13-5 e 11-8 e 16-7 i 15-1 i 13-2 a
1000S200-68 33 16-0 e 13-10 e 11-3 e 16-0 i 13-10 a 11-3 a 15-3 e 13-10 e 11-3 e 16-0 i 13-10 a 11-3 a
1000S200-68 50 16-10 15-3 e 13-4 e 18-11 i 16-8 i 13-7 a 15-3 13-10 e 12-1 e 17-2 i 15-7 i 13-7 a
1000S250-68 33 16-11 e 14-8 e 12-0 e 16-11 i 14-8 a 12-0 a 16-0 e 14-7 e 12-0 e 16-11 i 14-8 a 12-0 a
1000S250-68 50 17-8 e 16-0 e 13-9 e 19-5 i 16-10 i 13-9 a 16-0 14-7 e 12-8 e 18-0 i 16-4 i 13-9 a
1000S300-68 33 17-6 e 15-2 e 12-4 e 17-6 i 15-2 a 12-4 a 16-8 e 15-2 e 12-4 e 17-6 i 15-2 a 12-4 a
1000S300-68 50 18-4 e 16-8 e 14-6 e 20-6 i 17-9 a 14-6 a 16-8 15-1 e 13-2 e 18-8 i 17-0 i 14-6 a
1000S162-97 33 18-0 15-7 12-8 18-0 15-7 i 12-8 i 16-6 15-0 12-8 18-0 15-7 i 12-8 i
1000S162-97 50 18-2 16-6 14-5 20-5 18-6 15-8 i 16-6 15-0 13-1 18-6 16-10 14-8 i
1000S200-97 33 18-9 16-4 13-4 18-11 i 16-4 i 13-4 i 17-1 15-6 13-4 18-11 i 16-4 i 13-4 i
1000S200-97 50 18-9 17-1 14-11 21-1 19-2 i 16-5 i 17-1 15-6 13-6 19-2 17-5 15-2 i
1000S250-97 33 19-9 17-7 14-4 20-4 i 17-7 i 14-4 i 17-11 16-3 14-3 20-1 i 17-7 i 14-4 i
1000S250-97 50 19-9 17-11 15-8 22-2 20-1 i 17-4 i 17-11 16-3 14-3 20-1 18-3 16-0 i
1000S300-97 33 20-7 18-8 15-3 e 21-7 i 18-8 i 15-3 i 18-8 17-0 14-10 e 21-0 i 18-8 i 15-3 i
1000S300-97 50 20-7 18-8 16-4 23-1 21-0 i 18-1 i 18-8 17-0 14-10 21-0 19-1 i 16-8 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
15 psf Dead Load and 125 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1125S137-33 33 4-7 e 3-5 e 2-3 e 3-8 a 2-9 a 1-10 a 4-7 e 3-5 e 2-3 e 3-8 a 2-9 a 1-10 a
1125S162-33 33 4-7 e 3-5 e 2-3 e 3-8 a 2-9 a 1-10 a 4-7 e 3-5 e 2-3 e 3-8 a 2-9 a 1-10 a
1125S200-33 33 4-7 e 3-5 e 2-3 e 3-8 a 2-9 a 1-10 a 4-7 e 3-5 e 2-3 e 3-8 a 2-9 a 1-10 a
1125S137-43 33 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a
1125S162-43 33 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a
1125S200-43 33 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a
1125S250-43 33 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a
1125S300-43 33 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a 10-2 e 7-7 e 5-1 e 8-1 a 6-1 a 4-0 a
1125S137-54 33 13-7 e 11-9 e 9-7 e 13-7 a 11-9 a 8-0 a 13-7 e 11-9 e 9-7 e 13-7 a 11-9 a 8-0 a
1125S137-54 50 15-6 e 13-5 e 10-1 e 15-6 a 12-1 a 8-0 a 14-8 e 13-4 e 10-1 e 15-6 a 12-1 a 8-0 a
1125S162-54 33 14-4 e 12-5 e 10-1 e 14-4 a 12-1 a 8-0 a 14-4 e 12-5 e 10-1 e 14-4 a 12-1 a 8-0 a
1125S162-54 50 16-5 e 14-3 e 10-1 e 16-1 a 12-1 a 8-0 a 15-2 e 13-9 e 10-1 e 16-1 a 12-1 a 8-0 a
1125S200-54 33 14-10 e 12-10 e 10-1 e 14-10 a 12-1 a 8-0 a 14-10 e 12-10 e 10-1 e 14-10 a 12-1 a 8-0 a
1125S200-54 50 16-2 e 14-0 e 10-1 e 16-1 a 12-1 a 8-0 a 15-8 e 14-0 e 10-1 e 16-1 a 12-1 a 8-0 a
1125S250-54 33 15-4 e 13-4 e 10-1 e 15-4 a 12-1 a 8-0 a 15-4 e 13-4 e 10-1 e 15-4 a 12-1 a 8-0 a
1125S250-54 50 17-3 e 14-11 e 10-1 e 16-1 a 12-1 a 8-0 a 16-4 e 14-10 e 10-1 e 16-1 a 12-1 a 8-0 a
1125S300-54 33 16-2 e 14-0 e 10-1 e 16-1 a 12-1 a 8-0 a 16-2 e 14-0 e 10-1 e 16-1 a 12-1 a 8-0 a
1125S300-54 50 18-2 e 15-1 e 10-1 e 16-1 a 12-1 a 8-0 a 16-11 e 15-1 e 10-1 e 16-1 a 12-1 a 8-0 a
1125S137-68 33 15-10 e 13-8 e 11-2 e 15-10 i 13-8 a 11-2 a 15-9 e 13-8 e 11-2 e 15-10 i 13-8 a 11-2 a
1125S137-68 50 17-4 e 15-9 e 13-4 e 18-11 i 16-4 i 13-4 a 15-9 14-4 e 12-6 e 17-8 i 16-1 i 13-4 a
1125S162-68 33 16-8 e 14-5 e 11-9 e 16-8 i 14-5 a 11-9 a 16-4 e 14-5 e 11-9 e 16-8 i 14-5 a 11-9 a
1125S162-68 50 17-11 e 16-4 e 14-1 e 19-11 i 17-3 a 14-1 a 16-4 14-10 e 12-11 e 18-4 i 16-7 a 14-1 a
1125S200-68 33 17-5 e 15-1 e 12-4 e 17-5 i 15-1 a 12-4 a 16-10 e 15-1 e 12-4 e 17-5 i 15-1 a 12-4 a
1125S200-68 50 18-6 e 16-10 e 14-4 e 20-3 i 17-7 a 14-4 a 16-10 e 15-3 e 13-4 e 18-11 i 17-2 a 14-4 a
1125S250-68 33 18-5 e 15-11 e 13-0 e 18-5 a 15-11 a 13-0 a 17-7 e 15-11 e 13-0 e 18-5 a 15-11 a 13-0 a
1125S250-68 50 19-5 e 17-7 e 14-6 e 20-6 i 17-9 a 14-6 a 17-7 e 16-0 e 14-0 e 19-9 i 17-9 a 14-6 a
1125S300-68 33 19-0 e 16-5 e 13-5 e 19-0 a 16-5 a 13-5 a 18-4 e 16-5 e 13-5 e 19-0 a 16-5 a 13-5 a
1125S300-68 50 20-2 e 18-4 e 15-4 e 21-8 i 18-9 a 15-4 a 18-4 e 16-8 e 14-6 e 20-7 i 18-8 a 15-4 a
1125S162-97 33 19-8 17-0 13-11 19-8 i 17-0 i 13-11 i 18-3 16-7 13-11 19-8 i 17-0 i 13-11 i
1125S162-97 50 20-1 18-3 15-11 22-6 20-5 i 17-1 i 18-3 16-7 14-5 20-5 18-7 i 16-3 i
1125S200-97 33 20-8 17-10 14-7 e 20-8 i 17-10 i 14-7 i 18-10 17-1 14-7 e 20-8 i 17-10 i 14-7 i
1125S200-97 50 20-9 18-10 16-5 23-3 21-2 i 17-11 i 18-10 17-1 14-11 21-2 19-2 i 16-9 i
1125S250-97 33 21-8 19-2 15-8 e 22-2 i 19-2 i 15-8 i 19-8 17-11 15-8 e 22-2 i 19-2 i 15-8 i
1125S250-97 50 21-8 19-8 17-3 24-4 22-2 i 18-11 i 19-8 17-11 15-8 22-2 20-1 i 17-7 i
1125S300-97 33 22-7 20-3 16-6 e 23-5 i 20-3 i 16-6 i 20-6 18-8 16-3 e 23-1 i 20-3 i 16-6 i
1125S300-97 50 22-7 20-6 17-11 e 25-4 i 23-1 i 19-8 i 20-6 18-8 16-3 23-1 20-11 i 18-3 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
15 psf Dead Load and 125 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1200S137-33 33 4-3 e 3-2 e 2-1 e 3-5 a 2-6 a 1-8 a 4-3 e 3-2 e 2-1 e 3-5 a 2-6 a 1-8 a
1200S162-33 33 4-3 e 3-2 e 2-1 e 3-5 a 2-6 a 1-8 a 4-3 e 3-2 e 2-1 e 3-5 a 2-6 a 1-8 a
1200S200-33 33 4-3 e 3-2 e 2-1 e 3-5 a 2-6 a 1-8 a 4-3 e 3-2 e 2-1 e 3-5 a 2-6 a 1-8 a
1200S137-43 33 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a
1200S162-43 33 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a
1200S200-43 33 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a
1200S250-43 33 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a
1200S300-43 33 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a 9-6 e 7-1 e 4-9 e 7-7 a 5-8 a 3-9 a
1200S137-54 33 14-0 e 12-1 e 9-5 e 14-0 a 11-4 a 7-6 a 14-0 e 12-1 e 9-5 e 14-0 a 11-4 a 7-6 a
1200S137-54 50 16-0 e 13-10 e 9-5 e 15-1 a 11-4 a 7-6 a 15-6 e 13-10 e 9-5 e 15-1 a 11-4 a 7-6 a
1200S162-54 33 14-9 e 12-9 e 9-5 e 14-9 a 11-4 a 7-6 a 14-9 e 12-9 e 9-5 e 14-9 a 11-4 a 7-6 a
1200S162-54 50 16-11 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a 16-0 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a
1200S200-54 33 15-3 e 13-2 e 9-5 e 15-1 a 11-4 a 7-6 a 15-3 e 13-2 e 9-5 e 15-1 a 11-4 a 7-6 a
1200S200-54 50 16-8 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a 16-6 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a
1200S250-54 33 15-10 e 13-8 e 9-5 e 15-1 a 11-4 a 7-6 a 15-10 e 13-8 e 9-5 e 15-1 a 11-4 a 7-6 a
1200S250-54 50 17-10 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a 17-3 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a
1200S300-54 33 16-8 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a 16-8 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a
1200S300-54 50 18-9 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a 17-10 e 14-2 e 9-5 e 15-1 a 11-4 a 7-6 a
1200S137-68 33 16-8 e 14-5 e 11-9 e 16-8 i 14-5 a 11-9 a 16-8 e 14-5 e 11-9 e 16-8 i 14-5 a 11-9 a
1200S137-68 50 18-4 e 16-8 e 13-8 e 19-5 i 16-9 a 13-8 a 16-8 e 15-2 e 13-3 e 18-8 i 16-9 a 13-8 a
1200S162-68 33 17-6 e 15-2 e 12-4 e 17-6 a 15-2 a 12-4 a 17-3 e 15-2 e 12-4 e 17-6 a 15-2 a 12-4 a
1200S162-68 50 18-11 e 17-3 e 14-6 e 20-6 i 17-9 a 14-6 a 17-3 e 15-8 e 13-8 e 19-4 i 17-7 a 14-6 a
1200S200-68 33 18-3 e 15-10 e 12-11 e 18-3 a 15-10 a 12-11 a 17-9 e 15-10 e 12-11 e 18-3 a 15-10 a 12-11 a
1200S200-68 50 19-6 e 17-9 e 14-9 e 20-10 i 18-1 a 14-9 a 17-9 e 16-1 e 14-1 e 19-11 i 18-1 a 14-9 a
1200S250-68 33 19-4 e 16-8 e 13-8 e 19-4 a 16-8 a 13-8 a 18-7 e 16-8 e 13-8 e 19-4 a 16-8 a 13-8 a
1200S250-68 50 20-5 e 18-3 e 14-11 e 21-1 i 18-3 a 14-11 a 18-7 e 16-10 e 14-9 e 20-10 i 18-3 a 14-11 a
1200S300-68 33 19-10 e 17-2 e 14-0 e 19-10 a 17-2 a 14-0 a 19-4 e 17-2 e 14-0 e 19-10 a 17-2 a 14-0 a
1200S300-68 50 21-3 e 19-4 e 15-9 e 22-4 a 19-4 a 15-1 a 19-4 e 17-6 e 15-4 e 21-8 a 19-4 a 15-1 a
1200S162-97 33 20-8 17-11 14-7 e 20-8 i 17-11 i 14-7 i 19-3 17-6 14-7 e 20-8 i 17-11 i 14-7 i
1200S162-97 50 21-2 19-3 16-10 23-9 21-7 i 18-0 i 19-3 17-6 15-3 21-7 19-8 i 17-2 i
1200S200-97 33 21-8 18-9 15-4 e 21-8 i 18-9 i 15-4 i 19-10 18-0 15-4 e 21-8 i 18-9 i 15-4 i
1200S200-97 50 21-10 19-10 17-4 24-7 i 22-4 i 18-10 i 19-10 18-0 15-9 22-4 20-3 i 17-8 i
1200S250-97 33 22-10 20-1 16-5 e 23-2 i 20-1 i 16-5 i 20-9 18-10 16-5 e 23-2 i 20-1 i 16-5 i
1200S250-97 50 22-10 20-9 18-2 e 25-8 i 23-4 i 19-10 i 20-9 18-10 16-6 23-4 21-2 i 18-6 i
1200S300-97 33 23-9 21-2 e 17-3 e 24-6 i 21-2 i 17-3 i 21-7 19-8 17-2 e 24-3 i 21-2 i 17-3 i
1200S300-97 50 23-9 21-7 18-10 e 26-9 i 24-3 i 20-7 i 21-7 19-8 17-2 24-3 i 22-1 i 19-3 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
15 psf Dead Load and 125 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1400S137-33 33 3-8 e 2-9 e 1-10 e 2-11 a 2-2 a 1-5 a 3-8 e 2-9 e 1-10 e 2-11 a 2-2 a 1-5 a
1400S162-33 33 3-8 e 2-9 e 1-10 e 2-11 a 2-2 a 1-5 a 3-8 e 2-9 e 1-10 e 2-11 a 2-2 a 1-5 a
1400S200-33 33 3-8 e 2-9 e 1-10 e 2-11 a 2-2 a 1-5 a 3-8 e 2-9 e 1-10 e 2-11 a 2-2 a 1-5 a
1400S137-43 33 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a
1400S162-43 33 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a
1400S200-43 33 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a
1400S250-43 33 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a
1400S300-43 33 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a 8-1 e 6-1 e 4-0 e 6-6 a 4-10 a 3-3 a
1400S137-54 33 14-11 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 14-11 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a
1400S137-54 50 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a
1400S162-54 33 15-10 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 15-10 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a
1400S162-54 50 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a
1400S200-54 33 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a
1400S200-54 50 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a
1400S250-54 33 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a
1400S250-54 50 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a
1400S300-54 33 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a
1400S300-54 50 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a 16-1 e 12-1 e 8-0 e 12-10 a 9-8 a 6-5 a
1400S137-68 33 18-1 e 15-8 e 12-9 e 18-1 a 15-8 a 12-9 a 18-1 e 15-8 e 12-9 e 18-1 a 15-8 a 12-9 a
1400S137-68 50 20-9 e 17-11 e 14-8 e 20-9 a 17-11 a 12-11 a 19-1 e 17-4 e 14-8 e 20-9 a 17-11 a 12-11 a
1400S162-68 33 19-0 e 16-5 e 13-5 e 19-0 a 16-5 a 12-11 a 19-0 e 16-5 e 13-5 e 19-0 a 16-5 a 12-11 a
1400S162-68 50 21-7 e 19-0 e 15-6 e 21-11 a 19-0 a 12-11 a 19-8 e 17-10 e 15-6 e 21-11 a 19-0 a 12-11 a
1400S200-68 33 19-10 e 17-2 e 14-0 e 19-10 a 17-2 a 12-11 a 19-10 e 17-2 e 14-0 e 19-10 a 17-2 a 12-11 a
1400S200-68 50 22-3 e 19-4 e 15-9 e 22-4 a 19-4 a 12-11 a 20-2 e 18-4 e 15-9 e 22-4 a 19-4 a 12-11 a
1400S250-68 33 20-10 e 18-0 e 14-8 e 20-10 a 18-0 a 12-11 a 20-10 e 18-0 e 14-8 e 20-10 a 18-0 a 12-11 a
1400S250-68 50 22-8 e 19-8 e 16-0 e 22-8 a 19-4 a 12-11 a 21-1 e 19-2 e 16-0 e 22-8 a 19-4 a 12-11 a
1400S300-68 33 21-3 e 18-5 e 15-0 e 21-3 a 18-5 a 12-11 a 21-3 e 18-5 e 15-0 e 21-3 a 18-5 a 12-11 a
1400S300-68 50 24-0 e 20-9 e 16-2 e 24-0 a 19-4 a 12-11 a 21-10 e 19-10 e 16-2 e 24-0 a 19-4 a 12-11 a
1400S162-97 33 23-4 20-2 e 16-6 e 23-4 i 20-2 i 16-6 i 22-0 19-11 16-6 e 23-4 i 20-2 i 16-6 i
1400S162-97 50 24-2 22-0 19-2 e 27-2 i 24-8 i 20-4 i 22-0 19-11 17-5 e 24-8 i 22-5 i 19-7 i
1400S200-97 33 24-4 21-1 e 17-3 e 24-4 i 21-1 i 17-3 i 22-7 20-6 e 17-3 e 24-4 i 21-1 i 17-3 i
1400S200-97 50 24-11 22-7 19-9 e 27-11 i 25-5 i 21-2 i 22-7 20-6 17-11 e 25-5 i 23-1 i 20-2 i
1400S250-97 33 25-11 22-6 e 18-4 e 25-11 i 22-6 i 18-4 a 23-7 21-5 e 18-4 e 25-11 i 22-6 i 18-4 a
1400S250-97 50 25-11 23-7 20-7 e 29-2 i 26-6 i 22-2 i 23-7 21-5 18-8 e 26-6 i 24-1 i 21-0 i
1400S300-97 33 26-11 e 23-8 e 19-4 e 27-4 i 23-8 i 19-4 a 24-6 22-3 e 19-4 e 27-4 i 23-8 i 19-4 a
1400S300-97 50 26-11 24-6 21-5 e 30-3 i 27-6 i 23-1 a 24-6 22-3 19-5 e 27-6 i 25-0 i 21-10 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:1. Spans are based on continuous lateral support of compression flange2. Web crippling based on 3.5" bearing length3. Joists must be braced against rotation at all supports by track or blocking4. Live load deflection checked for unbalanced condition5. Total deflection = L/2406. Web punchouts were not considered for shear or web crippling. Shear and web crippling reduction factors required for web punchouts.7. For two equal spans, the listed span is the distance from either end support to the center support. Joists must be continuous over the center support.8. Bridging recommendations:
up to 14' span 1 row at mid-span14' to 20' span 2 rows at 1/3 points20' to 26' span 3 rows at 1/4 points
"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
25 psf Dead Load and 155 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1400S137-33 33 2-10 e 2-1 e 1-5 e 2-3 a 1-8 a 1-1 a 2-10 e 2-1 e 1-5 e 2-3 a 1-8 a 1-1 a
1400S162-33 33 2-10 e 2-1 e 1-5 e 2-3 a 1-8 a 1-1 a 2-10 e 2-1 e 1-5 e 2-3 a 1-8 a 1-1 a
1400S200-33 33 2-10 e 2-1 e 1-5 e 2-3 a 1-8 a 1-1 a 2-10 e 2-1 e 1-5 e 2-3 a 1-8 a 1-1 a
1400S137-43 33 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a
1400S162-43 33 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a
1400S200-43 33 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a
1400S250-43 33 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a
1400S300-43 33 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a 6-4 e 4-9 e 3-2 e 5-0 a 3-9 a 2-6 a
1400S137-54 33 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a
1400S137-54 50 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a
1400S162-54 33 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a
1400S162-54 50 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a
1400S200-54 33 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a
1400S200-54 50 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a
1400S250-54 33 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a
1400S250-54 50 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a
1400S300-54 33 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a
1400S300-54 50 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a 12-6 e 9-4 e 6-3 e 10-0 a 7-6 a 5-0 a
1400S137-68 33 15-11 e 13-9 e 11-3 e 15-11 a 13-9 a 10-0 a 15-11 e 13-9 e 11-3 e 15-11 a 13-9 a 10-0 a
1400S137-68 50 18-3 e 15-10 e 12-6 e 18-3 a 15-1 a 10-0 a 17-9 e 15-10 e 12-6 e 18-3 a 15-1 a 10-0 a
1400S162-68 33 16-9 e 14-6 e 11-10 e 16-9 a 14-6 a 10-0 a 16-9 e 14-6 e 11-10 e 16-9 a 14-6 a 10-0 a
1400S162-68 50 19-4 e 16-9 e 12-6 e 19-4 a 15-1 a 10-0 a 18-3 e 16-7 e 12-6 e 19-4 a 15-1 a 10-0 a
1400S200-68 33 17-6 e 15-2 e 12-4 e 17-6 a 15-1 a 10-0 a 17-6 e 15-2 e 12-4 e 17-6 a 15-1 a 10-0 a
1400S200-68 50 19-8 e 17-1 e 12-6 e 19-8 a 15-1 a 10-0 a 18-10 e 17-1 e 12-6 e 19-8 a 15-1 a 10-0 a
1400S250-68 33 18-4 e 15-11 e 12-6 e 18-4 a 15-1 a 10-0 a 18-4 e 15-11 e 12-6 e 18-4 a 15-1 a 10-0 a
1400S250-68 50 20-0 e 17-4 e 12-6 e 20-0 a 15-1 a 10-0 a 19-7 e 17-4 e 12-6 e 20-0 a 15-1 a 10-0 a
1400S300-68 33 18-9 e 16-3 e 12-6 e 18-9 a 15-1 a 10-0 a 18-9 e 16-3 e 12-6 e 18-9 a 15-1 a 10-0 a
1400S300-68 50 21-2 e 18-4 e 12-6 e 20-1 a 15-1 a 10-0 a 20-4 e 18-4 e 12-6 e 20-1 a 15-1 a 10-0 a
1400S162-97 33 20-7 17-10 e 14-6 e 20-7 i 17-10 i 14-6 a 20-5 17-10 e 14-6 e 20-7 i 17-10 i 14-6 a
1400S162-97 50 22-6 20-5 e 17-10 e 25-3 i 21-11 i 17-11 a 20-5 18-7 16-3 e 22-11 i 20-10 i 17-11 a
1400S200-97 33 21-6 e 18-7 e 15-2 e 21-6 i 18-7 i 15-2 a 21-0 e 18-7 e 15-2 e 21-6 i 18-7 i 15-2 a
1400S200-97 50 23-2 21-0 e 18-4 e 26-0 i 22-10 i 18-8 a 21-0 19-1 16-8 e 23-8 i 21-6 i 18-8 a
1400S250-97 33 22-11 e 19-10 e 16-2 e 22-11 i 19-10 i 16-2 a 21-11 e 19-10 e 16-2 e 22-11 i 19-10 i 16-2 a
1400S250-97 50 24-2 21-11 e 19-2 e 27-2 i 24-0 i 19-7 a 21-11 19-11 e 17-5 e 24-8 i 22-5 i 19-7 a
1400S300-97 33 24-1 e 20-10 e 17-0 e 24-1 i 20-10 a 17-0 a 22-9 e 20-8 e 17-0 e 24-1 i 20-10 a 17-0 a
1400S300-97 50 25-1 22-9 e 19-11 e 28-2 i 24-11 i 20-4 a 22-9 20-8 e 18-1 e 25-7 i 23-3 i 20-4 a
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
40 psf Dead Load and 125 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
600S137-33 33 6-4 e 5-6 e 3-8 e 5-11 a 4-5 a 2-11 a 6-4 e 5-6 e 3-8 e 5-11 a 4-5 a 2-11 a
600S162-33 33 6-8 e 5-7 e 3-8 e 5-11 a 4-5 a 2-11 a 6-8 e 5-7 e 3-8 e 5-11 a 4-5 a 2-11 a
600S200-33 33 6-10 e 5-7 e 3-8 e 5-11 a 4-5 a 2-11 a 6-10 e 5-7 e 3-8 e 5-11 a 4-5 a 2-11 a
600S137-43 33 7-4 e 6-4 e 5-2 e 7-4 a 6-4 a 5-2 a 7-4 e 6-4 e 5-2 e 7-4 a 6-4 a 5-2 a
600S162-43 33 7-9 e 6-9 e 5-6 e 7-9 a 6-9 a 5-6 a 7-9 e 6-9 e 5-6 e 7-9 a 6-9 a 5-6 a
600S200-43 33 7-10 e 6-9 e 5-6 e 7-10 a 6-9 a 5-6 a 7-10 e 6-9 e 5-6 e 7-10 a 6-9 a 5-6 a
600S250-43 33 8-6 e 7-4 e 6-0 e 8-6 a 7-4 a 6-0 a 8-6 e 7-4 e 6-0 e 8-6 a 7-4 a 6-0 a
600S300-43 33 9-0 e 7-9 e 6-4 e 9-0 a 7-9 a 6-4 a 9-0 e 7-9 e 6-4 e 9-0 a 7-9 a 6-4 a
600S137-54 33 8-2 7-0 e 5-9 e 8-2 i 7-0 i 5-9 a 8-2 7-0 e 5-9 e 8-2 i 7-0 i 5-9 a
600S137-54 50 9-6 8-7 e 7-0 e 9-11 i 8-7 i 7-0 a 8-8 7-10 e 6-10 e 9-9 i 8-7 i 7-0 a
600S162-54 33 8-8 e 7-6 e 6-1 e 8-8 i 7-6 i 6-1 a 8-8 e 7-6 e 6-1 e 8-8 i 7-6 i 6-1 a
600S162-54 50 9-11 9-0 e 7-5 e 10-6 i 9-1 i 7-5 a 9-0 8-2 e 7-2 e 10-2 i 9-1 i 7-5 a
600S200-54 33 9-1 e 7-10 e 6-5 e 9-1 i 7-10 i 6-5 a 9-1 e 7-10 e 6-5 e 9-1 i 7-10 i 6-5 a
600S200-54 50 10-4 e 9-2 e 7-5 e 10-7 i 9-2 i 7-5 a 9-5 8-7 e 7-5 e 10-7 i 9-2 i 7-5 a
600S250-54 33 9-7 e 8-3 e 6-9 e 9-7 i 8-3 a 6-9 a 9-7 e 8-3 e 6-9 e 9-7 i 8-3 a 6-9 a
600S250-54 50 10-11 e 9-10 e 8-0 e 11-4 i 9-10 i 8-0 a 9-11 9-0 e 7-10 e 11-1 i 9-10 i 8-0 a
600S300-54 33 10-2 e 8-9 e 7-2 e 10-2 i 8-9 a 7-2 a 10-2 e 8-9 e 7-2 e 10-2 i 8-9 a 7-2 a
600S300-54 50 11-4 e 10-4 e 8-5 e 11-11 i 10-4 i 8-5 a 10-4 9-4 e 8-2 e 11-7 i 10-4 i 8-5 a
600S137-68 33 9-1 7-10 6-5 9-1 i 7-10 i 6-5 i 9-1 7-10 6-5 9-1 i 7-10 i 6-5 i
600S137-68 50 10-3 9-4 7-11 11-2 9-8 i 7-11 i 9-4 8-5 7-4 10-5 9-6 i 7-11 i
600S162-68 33 9-8 8-4 6-10 e 9-8 i 8-4 i 6-10 i 9-8 8-4 6-10 e 9-8 i 8-4 i 6-10 i
600S162-68 50 10-8 9-9 8-5 e 11-11 i 10-4 i 8-5 i 9-9 8-10 7-8 10-11 9-11 i 8-5 i
600S200-68 33 10-3 8-11 7-3 e 10-3 i 8-11 i 7-3 i 10-2 8-11 7-3 e 10-3 i 8-11 i 7-3 i
600S200-68 50 11-2 10-2 8-8 e 12-4 i 10-8 i 8-8 i 10-2 9-2 8-0 11-4 i 10-4 i 8-8 i
600S250-68 33 11-0 9-6 7-9 e 11-0 i 9-6 i 7-9 i 10-9 9-6 7-9 e 11-0 i 9-6 i 7-9 i
600S250-68 50 11-10 10-9 9-0 e 12-8 i 11-0 i 9-0 i 10-9 9-9 8-6 e 12-0 i 10-11 i 9-0 i
600S300-68 33 11-5 9-10 8-1 e 11-5 i 9-10 i 8-1 i 11-3 9-10 8-1 e 11-5 i 9-10 i 8-1 i
600S300-68 50 12-4 11-2 9-7 e 13-7 i 11-9 i 9-7 i 11-2 10-2 8-11 e 12-7 i 11-5 i 9-7 i
600S162-97 33 11-4 9-10 8-0 11-4 9-10 8-0 10-10 9-10 8-0 11-4 9-10 8-0
600S162-97 50 11-11 10-10 9-5 13-5 12-1 9-11 10-10 9-10 8-7 12-2 11-0 9-8
600S200-97 33 12-1 10-6 8-7 12-1 10-6 8-7 i 11-4 10-3 8-7 12-1 10-6 8-7 i
600S200-97 50 12-5 11-4 9-10 14-0 12-8 10-6 11-4 10-3 8-11 12-8 11-6 10-1
600S250-97 33 13-2 11-5 9-4 13-2 11-5 9-4 i 11-11 10-10 9-4 13-2 11-5 9-4 i
600S250-97 50 13-2 11-11 10-5 14-9 13-5 11-3 i 11-11 10-10 9-6 13-5 12-2 10-8
600S300-97 33 13-10 12-3 10-0 14-1 12-3 10-0 i 12-7 11-5 9-11 14-1 12-3 10-0 i
600S300-97 50 13-10 12-7 10-11 15-6 14-1 11-10 i 12-7 11-5 9-11 14-1 12-10 11-2
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
40 psf Dead Load and 125 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
800S137-33 33 5-6 e 4-1 e 2-9 e 4-5 a 3-3 a 2-2 a 5-6 e 4-1 e 2-9 e 4-5 a 3-3 a 2-2 a
800S162-33 33 5-6 e 4-1 e 2-9 e 4-5 a 3-3 a 2-2 a 5-6 e 4-1 e 2-9 e 4-5 a 3-3 a 2-2 a
800S200-33 33 5-6 e 4-1 e 2-9 e 4-5 a 3-3 a 2-2 a 5-6 e 4-1 e 2-9 e 4-5 a 3-3 a 2-2 a
800S137-43 33 9-0 e 7-10 e 6-1 e 9-0 a 7-4 a 4-11 a 9-0 e 7-10 e 6-1 e 9-0 a 7-4 a 4-11 a
800S162-43 33 9-7 e 8-3 e 6-1 e 9-7 a 7-4 a 4-11 a 9-7 e 8-3 e 6-1 e 9-7 a 7-4 a 4-11 a
800S200-43 33 9-5 e 8-2 e 6-1 e 9-5 a 7-4 a 4-11 a 9-5 e 8-2 e 6-1 e 9-5 a 7-4 a 4-11 a
800S250-43 33 10-2 e 8-10 e 6-1 e 9-10 a 7-4 a 4-11 a 10-2 e 8-10 e 6-1 e 9-10 a 7-4 a 4-11 a
800S300-43 33 10-9 e 9-2 e 6-1 e 9-10 a 7-4 a 4-11 a 10-9 e 9-2 e 6-1 e 9-10 a 7-4 a 4-11 a
800S137-54 33 10-1 e 8-8 e 7-1 e 10-1 i 8-8 a 7-1 a 10-1 e 8-8 e 7-1 e 10-1 i 8-8 a 7-1 a
800S137-54 50 12-1 e 10-7 e 8-8 e 12-3 i 10-7 a 8-8 a 11-0 e 10-0 e 8-8 e 12-3 i 10-7 a 8-8 a
800S162-54 33 10-8 e 9-3 e 7-6 e 10-8 a 9-3 a 7-6 a 10-8 e 9-3 e 7-6 e 10-8 a 9-3 a 7-6 a
800S162-54 50 12-7 e 11-2 e 9-2 e 12-11 a 11-2 a 9-2 a 11-5 e 10-4 e 9-1 e 12-10 a 11-2 a 9-2 a
800S200-54 33 11-1 e 9-7 e 7-10 e 11-1 a 9-7 a 7-10 a 11-1 e 9-7 e 7-10 e 11-1 a 9-7 a 7-10 a
800S200-54 50 12-9 e 11-0 e 9-0 e 12-9 a 11-0 a 9-0 a 11-10 e 10-9 e 9-0 e 12-9 a 11-0 a 9-0 a
800S250-54 33 11-8 e 10-1 e 8-3 e 11-8 a 10-1 a 8-3 a 11-8 e 10-1 e 8-3 e 11-8 a 10-1 a 8-3 a
800S250-54 50 13-6 e 11-9 e 9-7 e 13-6 a 11-9 a 9-7 a 12-5 e 11-3 e 9-7 e 13-6 a 11-9 a 9-7 a
800S300-54 33 12-4 e 10-8 e 8-8 e 12-4 a 10-8 a 8-8 a 12-4 e 10-8 e 8-8 e 12-4 a 10-8 a 8-8 a
800S300-54 50 14-2 e 12-3 e 10-0 e 14-2 a 12-3 a 9-8 a 12-11 e 11-8 e 10-0 e 14-2 a 12-3 a 9-8 a
800S137-68 33 11-2 9-8 e 7-11 e 11-2 i 9-8 i 7-11 i 11-2 9-8 e 7-11 e 11-2 i 9-8 i 7-11 i
800S137-68 50 13-0 11-10 9-9 e 13-10 i 11-11 i 9-9 i 11-10 10-9 9-4 e 13-3 i 11-11 i 9-9 i
800S162-68 33 11-11 10-3 e 8-5 e 11-11 i 10-3 i 8-5 a 11-11 10-3 e 8-5 e 11-11 i 10-3 i 8-5 a
800S162-68 50 13-6 12-3 e 10-4 e 14-8 i 12-8 i 10-4 i 12-3 11-2 9-9 e 13-9 i 12-6 i 10-4 i
800S200-68 33 12-6 e 10-10 e 8-10 e 12-6 i 10-10 i 8-10 a 12-6 e 10-10 e 8-10 e 12-6 i 10-10 i 8-10 a
800S200-68 50 14-0 12-9 e 10-8 e 15-1 i 13-1 i 10-8 a 12-9 11-7 10-1 e 14-4 i 13-0 i 10-8 a
800S250-68 33 13-4 e 11-7 e 9-5 e 13-4 i 11-7 i 9-5 a 13-4 e 11-7 e 9-5 e 13-4 i 11-7 i 9-5 a
800S250-68 50 14-9 13-5 e 11-0 e 15-6 i 13-5 i 11-0 a 13-5 12-2 e 10-8 e 15-1 i 13-5 i 11-0 a
800S300-68 33 13-10 e 11-11 e 9-9 e 13-10 i 11-11 i 9-9 a 13-10 e 11-11 e 9-9 e 13-10 i 11-11 i 9-9 a
800S300-68 50 15-4 14-0 e 11-8 e 16-6 i 14-3 i 11-8 a 14-0 12-8 e 11-1 e 15-8 i 14-3 i 11-8 a
800S162-97 33 14-0 12-1 9-11 14-0 12-1 9-11 i 13-8 12-1 9-11 14-0 12-1 9-11 i
800S162-97 50 15-1 13-8 11-11 16-11 14-11 12-2 i 13-8 12-5 10-10 15-5 14-0 12-2 i
800S200-97 33 14-10 12-10 10-6 14-10 12-10 i 10-6 i 14-3 12-10 10-6 14-10 12-10 i 10-6 i
800S200-97 50 15-8 14-3 12-5 17-7 15-9 12-11 i 14-3 12-11 11-3 16-0 14-6 12-8 i
800S250-97 33 16-0 13-11 11-4 16-0 13-11 i 11-4 i 15-0 13-7 11-4 16-0 13-11 i 11-4 i
800S250-97 50 16-6 15-0 13-1 18-6 16-9 i 13-8 i 15-0 13-7 11-11 16-10 15-4 13-4 i
800S300-97 33 17-1 14-9 12-1 17-1 i 14-9 i 12-1 i 15-8 14-3 12-1 17-1 i 14-9 i 12-1 i
800S300-97 50 17-3 15-8 13-8 19-5 17-6 i 14-4 i 15-8 14-3 12-5 17-7 16-0 14-0 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
40 psf Dead Load and 125 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
925S137-33 33 4-9 e 3-6 e 2-4 e 3-9 a 2-10 a 1-10 a 4-9 e 3-6 e 2-4 e 3-9 a 2-10 a 1-10 a
925S162-33 33 4-9 e 3-6 e 2-4 e 3-9 a 2-10 a 1-10 a 4-9 e 3-6 e 2-4 e 3-9 a 2-10 a 1-10 a
925S200-33 33 4-9 e 3-6 e 2-4 e 3-9 a 2-10 a 1-10 a 4-9 e 3-6 e 2-4 e 3-9 a 2-10 a 1-10 a
925S137-43 33 9-8 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a 9-8 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a
925S162-43 33 10-3 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a 10-3 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a
925S200-43 33 10-1 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a 10-1 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a
925S250-43 33 10-6 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a 10-6 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a
925S300-43 33 10-6 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a 10-6 e 7-11 e 5-3 e 8-5 a 6-4 a 4-2 a
925S137-54 33 11-3 e 9-8 e 7-11 e 11-3 a 9-8 a 7-11 a 11-3 e 9-8 e 7-11 e 11-3 a 9-8 a 7-11 a
925S137-54 50 13-1 e 11-4 e 9-3 e 13-1 a 11-4 a 8-4 a 12-5 e 11-3 e 9-3 e 13-1 a 11-4 a 8-4 a
925S162-54 33 11-10 e 10-3 e 8-4 e 11-10 a 10-3 a 8-4 a 11-10 e 10-3 e 8-4 e 11-10 a 10-3 a 8-4 a
925S162-54 50 13-10 e 12-0 e 9-9 e 13-10 a 12-0 a 8-4 a 12-10 e 11-8 e 9-9 e 13-10 a 12-0 a 8-4 a
925S200-54 33 12-3 e 10-8 e 8-8 e 12-3 a 10-8 a 8-4 a 12-3 e 10-8 e 8-8 e 12-3 a 10-8 a 8-4 a
925S200-54 50 13-7 e 11-9 e 9-7 e 13-7 a 11-9 a 8-4 a 13-4 e 11-9 e 9-7 e 13-7 a 11-9 a 8-4 a
925S250-54 33 12-11 e 11-2 e 9-1 e 12-11 a 11-2 a 8-4 a 12-11 e 11-2 e 9-1 e 12-11 a 11-2 a 8-4 a
925S250-54 50 14-6 e 12-7 e 10-3 e 14-6 a 12-6 a 8-4 a 13-11 e 12-7 e 10-3 e 14-6 a 12-6 a 8-4 a
925S300-54 33 13-7 e 11-9 e 9-7 e 13-7 a 11-9 a 8-4 a 13-7 e 11-9 e 9-7 e 13-7 a 11-9 a 8-4 a
925S300-54 50 15-2 e 13-2 e 10-5 e 15-2 a 12-6 a 8-4 a 14-6 e 13-2 e 10-5 e 15-2 a 12-6 a 8-4 a
925S137-68 33 12-6 e 10-10 e 8-10 e 12-6 i 10-10 i 8-10 a 12-6 e 10-10 e 8-10 e 12-6 i 10-10 i 8-10 a
925S137-68 50 14-8 13-4 e 10-11 e 15-5 i 13-4 i 10-11 a 13-4 12-1 e 10-7 e 15-0 i 13-4 i 10-11 a
925S162-68 33 13-3 e 11-5 e 9-4 e 13-3 i 11-5 i 9-4 a 13-3 e 11-5 e 9-4 e 13-3 i 11-5 i 9-4 a
925S162-68 50 15-3 e 13-10 e 11-6 e 16-3 i 14-1 i 11-6 a 13-10 12-7 e 11-0 e 15-6 i 14-1 i 11-6 a
925S200-68 33 13-11 e 12-0 e 9-10 e 13-11 i 12-0 a 9-10 a 13-11 e 12-0 e 9-10 e 13-11 i 12-0 a 9-10 a
925S200-68 50 15-9 e 14-4 e 11-10 e 16-9 i 14-6 i 11-10 a 14-4 13-0 e 11-4 e 16-1 i 14-6 i 11-10 a
925S250-68 33 14-9 e 12-9 e 10-5 e 14-9 i 12-9 a 10-5 a 14-9 e 12-9 e 10-5 e 14-9 i 12-9 a 10-5 a
925S250-68 50 16-7 e 14-11 e 12-2 e 17-3 i 14-11 i 12-2 a 15-1 13-8 e 11-11 e 16-11 i 14-11 i 12-2 a
925S300-68 33 15-3 e 13-2 e 10-9 e 15-3 i 13-2 a 10-9 a 15-3 e 13-2 e 10-9 e 15-3 i 13-2 a 10-9 a
925S300-68 50 17-3 e 15-8 e 12-10 e 18-3 i 15-9 a 12-10 a 15-8 e 14-2 e 12-5 e 17-7 i 15-9 a 12-10 a
925S162-97 33 15-7 13-6 11-0 15-7 13-6 i 11-0 i 15-5 13-6 11-0 15-7 13-6 i 11-0 i
925S162-97 50 17-0 15-5 13-6 19-1 16-8 i 13-7 i 15-5 14-0 12-3 17-4 15-9 13-7 i
925S200-97 33 16-5 14-3 11-7 16-5 i 14-3 i 11-7 i 16-0 14-3 11-7 16-5 i 14-3 i 11-7 i
925S200-97 50 17-7 16-0 14-0 19-9 17-6 i 14-4 i 16-0 14-6 12-8 18-0 16-4 i 14-3 i
925S250-97 33 17-9 15-4 12-6 17-9 i 15-4 i 12-6 i 16-10 15-3 12-6 17-9 i 15-4 i 12-6 i
925S250-97 50 18-6 16-10 14-8 20-10 18-6 i 15-1 i 16-10 15-3 13-4 18-11 17-2 i 15-0 i
925S300-97 33 18-10 16-3 13-4 e 18-10 i 16-3 i 13-4 i 17-7 16-0 13-4 e 18-10 i 16-3 i 13-4 i
925S300-97 50 19-4 17-7 15-4 21-9 i 19-4 i 15-10 i 17-7 16-0 13-11 19-9 17-11 i 15-8 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
40 psf Dead Load and 125 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1000S137-33 33 4-4 e 3-3 e 2-2 e 3-6 a 2-7 a 1-9 a 4-4 e 3-3 e 2-2 e 3-6 a 2-7 a 1-9 a
1000S162-33 33 4-4 e 3-3 e 2-2 e 3-6 a 2-7 a 1-9 a 4-4 e 3-3 e 2-2 e 3-6 a 2-7 a 1-9 a
1000S200-33 33 4-4 e 3-3 e 2-2 e 3-6 a 2-7 a 1-9 a 4-4 e 3-3 e 2-2 e 3-6 a 2-7 a 1-9 a
1000S137-43 33 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a
1000S162-43 33 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a
1000S200-43 33 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a
1000S250-43 33 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a
1000S300-43 33 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a 9-9 e 7-3 e 4-10 e 7-9 a 5-10 a 3-10 a
1000S137-54 33 11-11 e 10-4 e 8-5 e 11-11 a 10-4 a 7-8 a 11-11 e 10-4 e 8-5 e 11-11 a 10-4 a 7-8 a
1000S137-54 50 13-7 e 11-9 e 9-7 e 13-7 a 11-7 a 7-8 a 13-3 e 11-9 e 9-7 e 13-7 a 11-7 a 7-8 a
1000S162-54 33 12-7 e 10-10 e 8-10 e 12-7 a 10-10 a 7-8 a 12-7 e 10-10 e 8-10 e 12-7 a 10-10 a 7-8 a
1000S162-54 50 14-4 e 12-5 e 9-8 e 14-4 a 11-7 a 7-8 a 13-9 e 12-5 e 9-8 e 14-4 a 11-7 a 7-8 a
1000S200-54 33 13-0 e 11-3 e 9-2 e 13-0 a 11-3 a 7-8 a 13-0 e 11-3 e 9-2 e 13-0 a 11-3 a 7-8 a
1000S200-54 50 14-1 e 12-2 e 9-8 e 14-1 a 11-7 a 7-8 a 14-1 e 12-2 e 9-8 e 14-1 a 11-7 a 7-8 a
1000S250-54 33 13-5 e 11-8 e 9-6 e 13-5 a 11-7 a 7-8 a 13-5 e 11-8 e 9-6 e 13-5 a 11-7 a 7-8 a
1000S250-54 50 15-0 e 13-0 e 9-8 e 15-0 a 11-7 a 7-8 a 14-10 e 13-0 e 9-8 e 15-0 a 11-7 a 7-8 a
1000S300-54 33 14-1 e 12-3 e 9-8 e 14-1 a 11-7 a 7-8 a 14-1 e 12-3 e 9-8 e 14-1 a 11-7 a 7-8 a
1000S300-54 50 15-9 e 13-8 e 9-8 e 15-5 a 11-7 a 7-8 a 15-5 e 13-8 e 9-8 e 15-5 a 11-7 a 7-8 a
1000S137-68 33 13-3 e 11-6 e 9-5 e 13-3 i 11-6 i 9-5 a 13-3 e 11-6 e 9-5 e 13-3 i 11-6 i 9-5 a
1000S137-68 50 15-8 e 14-2 e 11-7 e 16-4 i 14-2 i 11-7 a 14-3 12-11 e 11-4 e 16-0 i 14-2 i 11-7 a
1000S162-68 33 14-0 e 12-2 e 9-11 e 14-0 i 12-2 a 9-11 a 14-0 e 12-2 e 9-11 e 14-0 i 12-2 a 9-11 a
1000S162-68 50 16-3 e 14-9 e 12-2 e 17-3 i 14-11 a 12-2 a 14-9 e 13-5 e 11-8 e 16-7 i 14-11 a 12-2 a
1000S200-68 33 14-9 e 12-9 e 10-5 e 14-9 i 12-9 a 10-5 a 14-9 e 12-9 e 10-5 e 14-9 i 12-9 a 10-5 a
1000S200-68 50 16-10 e 15-3 e 12-6 e 17-9 i 15-4 a 12-6 a 15-3 e 13-10 e 12-1 e 17-2 i 15-4 a 12-6 a
1000S250-68 33 15-7 e 13-6 e 11-0 e 15-7 i 13-6 a 11-0 a 15-7 e 13-6 e 11-0 e 15-7 i 13-6 a 11-0 a
1000S250-68 50 17-8 e 15-6 e 12-8 e 17-11 i 15-6 a 12-8 a 16-0 e 14-7 e 12-8 e 17-11 i 15-6 a 12-8 a
1000S300-68 33 16-1 e 13-11 e 11-5 e 16-1 a 13-11 a 11-5 a 16-1 e 13-11 e 11-5 e 16-1 a 13-11 a 11-5 a
1000S300-68 50 18-4 e 16-4 e 13-4 e 18-11 i 16-4 a 13-4 a 16-8 e 15-1 e 13-2 e 18-8 i 16-4 a 13-4 a
1000S162-97 33 16-7 14-4 11-8 16-7 i 14-4 i 11-8 i 16-6 14-4 11-8 16-7 i 14-4 i 11-8 i
1000S162-97 50 18-2 16-6 14-5 20-4 17-8 i 14-5 i 16-6 15-0 13-1 18-6 16-10 i 14-5 i
1000S200-97 33 17-5 15-1 12-4 17-5 i 15-1 i 12-4 i 17-1 15-1 12-4 17-5 i 15-1 i 12-4 i
1000S200-97 50 18-9 17-1 14-11 21-1 18-7 i 15-2 i 17-1 15-6 13-6 19-2 17-5 i 15-2 i
1000S250-97 33 18-9 16-3 13-3 e 18-9 i 16-3 i 13-3 i 17-11 16-3 13-3 e 18-9 i 16-3 i 13-3 i
1000S250-97 50 19-9 17-11 15-8 e 22-2 i 19-7 i 16-0 i 17-11 16-3 14-3 20-1 18-3 i 16-0 i
1000S300-97 33 19-10 17-2 14-0 e 19-10 i 17-2 i 14-0 i 18-8 17-0 14-0 e 19-10 i 17-2 i 14-0 i
1000S300-97 50 20-7 18-8 16-4 e 23-1 i 20-5 i 16-8 i 18-8 17-0 14-10 21-0 19-1 i 16-8 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
40 psf Dead Load and 125 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1125S137-33 33 3-10 e 2-11 e 1-11 e 3-1 a 2-4 a 1-6 a 3-10 e 2-11 e 1-11 e 3-1 a 2-4 a 1-6 a
1125S162-33 33 3-10 e 2-11 e 1-11 e 3-1 a 2-4 a 1-6 a 3-10 e 2-11 e 1-11 e 3-1 a 2-4 a 1-6 a
1125S200-33 33 3-10 e 2-11 e 1-11 e 3-1 a 2-4 a 1-6 a 3-10 e 2-11 e 1-11 e 3-1 a 2-4 a 1-6 a
1125S137-43 33 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a
1125S162-43 33 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a
1125S200-43 33 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a
1125S250-43 33 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a
1125S300-43 33 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a 8-7 e 6-5 e 4-3 e 6-11 a 5-2 a 3-5 a
1125S137-54 33 12-6 e 10-10 e 8-6 e 12-6 a 10-3 a 6-10 a 12-6 e 10-10 e 8-6 e 12-6 a 10-3 a 6-10 a
1125S137-54 50 14-3 e 12-4 e 8-6 e 13-8 a 10-3 a 6-10 a 14-3 e 12-4 e 8-6 e 13-8 a 10-3 a 6-10 a
1125S162-54 33 13-3 e 11-5 e 8-6 e 13-3 a 10-3 a 6-10 a 13-3 e 11-5 e 8-6 e 13-3 a 10-3 a 6-10 a
1125S162-54 50 15-2 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 15-2 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a
1125S200-54 33 13-8 e 11-10 e 8-6 e 13-8 a 10-3 a 6-10 a 13-8 e 11-10 e 8-6 e 13-8 a 10-3 a 6-10 a
1125S200-54 50 14-11 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 14-11 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a
1125S250-54 33 14-2 e 12-3 e 8-6 e 13-8 a 10-3 a 6-10 a 14-2 e 12-3 e 8-6 e 13-8 a 10-3 a 6-10 a
1125S250-54 50 15-11 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 15-11 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a
1125S300-54 33 14-11 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 14-11 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a
1125S300-54 50 16-9 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a 16-9 e 12-10 e 8-6 e 13-8 a 10-3 a 6-10 a
1125S137-68 33 14-7 e 12-7 e 10-3 e 14-7 i 12-7 a 10-3 a 14-7 e 12-7 e 10-3 e 14-7 i 12-7 a 10-3 a
1125S137-68 50 17-4 e 15-1 e 12-3 e 17-5 i 15-1 a 12-3 a 15-9 e 14-4 e 12-3 e 17-5 i 15-1 a 12-3 a
1125S162-68 33 15-4 e 13-3 e 10-10 e 15-4 a 13-3 a 10-10 a 15-4 e 13-3 e 10-10 e 15-4 a 13-3 a 10-10 a
1125S162-68 50 17-11 e 15-11 e 13-0 e 18-4 i 15-11 a 13-0 a 16-4 e 14-10 e 12-11 e 18-4 i 15-11 a 13-0 a
1125S200-68 33 16-1 e 13-11 e 11-4 e 16-1 a 13-11 a 11-4 a 16-1 e 13-11 e 11-4 e 16-1 a 13-11 a 11-4 a
1125S200-68 50 18-6 e 16-2 e 13-2 e 18-8 i 16-2 a 13-2 a 16-10 e 15-3 e 13-2 e 18-8 i 16-2 a 13-2 a
1125S250-68 33 17-0 e 14-8 e 12-0 e 17-0 a 14-8 a 12-0 a 17-0 e 14-8 e 12-0 e 17-0 a 14-8 a 12-0 a
1125S250-68 50 18-10 e 16-4 e 13-4 e 18-10 a 16-4 a 13-4 a 17-7 e 16-0 e 13-4 e 18-10 a 16-4 a 13-4 a
1125S300-68 33 17-6 e 15-2 e 12-4 e 17-6 a 15-2 a 12-4 a 17-6 e 15-2 e 12-4 e 17-6 a 15-2 a 12-4 a
1125S300-68 50 19-11 e 17-3 e 14-1 e 19-11 a 17-3 a 13-8 a 18-4 e 16-8 e 14-1 e 19-11 a 17-3 a 13-8 a
1125S162-97 33 18-1 15-8 12-9 e 18-1 i 15-8 i 12-9 i 18-1 15-8 12-9 e 18-1 i 15-8 i 12-9 i
1125S162-97 50 20-1 18-3 15-9 e 22-4 i 19-4 i 15-9 i 18-3 16-7 14-5 20-5 18-7 i 15-9 i
1125S200-97 33 19-0 16-5 13-5 e 19-0 i 16-5 i 13-5 i 18-10 16-5 13-5 e 19-0 i 16-5 i 13-5 i
1125S200-97 50 20-9 18-10 16-5 e 23-3 i 20-3 i 16-6 i 18-10 17-1 14-11 21-2 i 19-2 i 16-6 i
1125S250-97 33 20-5 17-8 14-5 e 20-5 i 17-8 i 14-5 i 19-8 17-8 14-5 e 20-5 i 17-8 i 14-5 i
1125S250-97 50 21-8 19-8 17-3 e 24-4 i 21-4 i 17-5 i 19-8 17-11 15-8 e 22-2 i 20-1 i 17-5 i
1125S300-97 33 21-6 18-8 e 15-3 e 21-6 i 18-8 i 15-3 i 20-6 18-8 e 15-3 e 21-6 i 18-8 i 15-3 i
1125S300-97 50 22-7 20-6 17-11 e 25-4 i 22-3 i 18-2 i 20-6 18-8 16-3 e 23-1 i 20-11 i 18-2 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
40 psf Dead Load and 125 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1200S137-33 33 3-7 e 2-8 e 1-9 e 2-11 a 2-2 a 1-5 a 3-7 e 2-8 e 1-9 e 2-11 a 2-2 a 1-5 a
1200S162-33 33 3-7 e 2-8 e 1-9 e 2-11 a 2-2 a 1-5 a 3-7 e 2-8 e 1-9 e 2-11 a 2-2 a 1-5 a
1200S200-33 33 3-7 e 2-8 e 1-9 e 2-11 a 2-2 a 1-5 a 3-7 e 2-8 e 1-9 e 2-11 a 2-2 a 1-5 a
1200S137-43 33 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a
1200S162-43 33 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a
1200S200-43 33 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a
1200S250-43 33 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a
1200S300-43 33 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a 8-1 e 6-0 e 4-0 e 6-5 a 4-10 a 3-2 a
1200S137-54 33 12-10 e 11-2 e 8-0 e 12-9 a 9-7 a 6-4 a 12-10 e 11-2 e 8-0 e 12-9 a 9-7 a 6-4 a
1200S137-54 50 14-9 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 14-9 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a
1200S162-54 33 13-7 e 11-9 e 8-0 e 12-9 a 9-7 a 6-4 a 13-7 e 11-9 e 8-0 e 12-9 a 9-7 a 6-4 a
1200S162-54 50 15-7 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 15-7 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a
1200S200-54 33 14-0 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 14-0 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a
1200S200-54 50 15-4 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 15-4 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a
1200S250-54 33 14-7 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 14-7 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a
1200S250-54 50 16-0 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 16-0 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a
1200S300-54 33 15-4 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 15-4 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a
1200S300-54 50 16-0 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a 16-0 e 12-0 e 8-0 e 12-9 a 9-7 a 6-4 a
1200S137-68 33 15-4 e 13-3 e 10-10 e 15-4 a 13-3 a 10-10 a 15-4 e 13-3 e 10-10 e 15-4 a 13-3 a 10-10 a
1200S137-68 50 17-10 e 15-6 e 12-7 e 17-10 i 15-6 a 12-7 a 16-8 e 15-2 e 12-7 e 17-10 i 15-6 a 12-7 a
1200S162-68 33 16-1 e 13-11 e 11-4 e 16-1 a 13-11 a 11-4 a 16-1 e 13-11 e 11-4 e 16-1 a 13-11 a 11-4 a
1200S162-68 50 18-10 e 16-4 e 13-4 e 18-10 a 16-4 a 12-10 a 17-3 e 15-8 e 13-4 e 18-10 a 16-4 a 12-10 a
1200S200-68 33 16-10 e 14-7 e 11-11 e 16-10 a 14-7 a 11-11 a 16-10 e 14-7 e 11-11 e 16-10 a 14-7 a 11-11 a
1200S200-68 50 19-2 e 16-8 e 13-7 e 19-2 a 16-8 a 12-10 a 17-9 e 16-1 e 13-7 e 19-2 a 16-8 a 12-10 a
1200S250-68 33 17-9 e 15-5 e 12-7 e 17-9 a 15-5 a 12-7 a 17-9 e 15-5 e 12-7 e 17-9 a 15-5 a 12-7 a
1200S250-68 50 19-5 e 16-10 e 13-9 e 19-5 a 16-10 a 12-10 a 18-7 e 16-10 e 13-9 e 19-5 a 16-10 a 12-10 a
1200S300-68 33 18-3 e 15-10 e 12-11 e 18-3 a 15-10 a 12-10 a 18-3 e 15-10 e 12-11 e 18-3 a 15-10 a 12-10 a
1200S300-68 50 20-7 e 17-9 e 14-6 e 20-7 a 17-9 a 12-10 a 19-4 e 17-6 e 14-6 e 20-7 a 17-9 a 12-10 a
1200S162-97 33 19-0 16-6 13-5 e 19-0 i 16-6 i 13-5 i 19-0 16-6 13-5 e 19-0 i 16-6 i 13-5 i
1200S162-97 50 21-2 19-3 16-7 e 23-5 i 20-3 i 16-7 i 19-3 17-6 15-3 e 21-7 i 19-8 i 16-7 i
1200S200-97 33 19-11 17-3 14-1 e 19-11 i 17-3 i 14-1 i 19-10 17-3 14-1 e 19-11 i 17-3 i 14-1 i
1200S200-97 50 21-10 19-10 17-4 e 24-6 i 21-3 i 17-4 i 19-10 18-0 15-9 e 22-4 i 20-3 i 17-4 i
1200S250-97 33 21-4 18-6 e 15-1 e 21-4 i 18-6 i 15-1 i 20-9 18-6 e 15-1 e 21-4 i 18-6 i 15-1 i
1200S250-97 50 22-10 20-9 18-2 e 25-8 i 22-4 i 18-3 i 20-9 18-10 16-6 e 23-4 i 21-2 i 18-3 i
1200S300-97 33 22-6 19-6 e 15-11 e 22-6 i 19-6 i 15-11 a 21-7 19-6 e 15-11 e 22-6 i 19-6 i 15-11 a
1200S300-97 50 23-9 21-7 18-10 e 26-9 i 23-3 i 19-0 i 21-7 19-8 17-2 e 24-3 i 22-1 i 19-0 i
Steel Stud SolutionsFloor Joist Span Tables (feet - inches)
notes:"e" requires web stiffeners at end supports"i" requires web stiffeners at interior supports"a" requires web stiffeners at all supports
40 psf Dead Load and 125 psf Live Load
Section Fy Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c. Spacing (in.) o.c.
Designation ksi 12 16 24 12 16 24 12 16 24 12 16 24
Live Load Deflection L/360 Live Load Deflection L/480
Single Span Two Equal Spans Single Span Two Equal Spans
1400S137-33 33 3-1 e 2-4 e 1-6 e 2-5 a 1-10 a 1-2 a 3-1 e 2-4 e 1-6 e 2-5 a 1-10 a 1-2 a
1400S162-33 33 3-1 e 2-4 e 1-6 e 2-5 a 1-10 a 1-2 a 3-1 e 2-4 e 1-6 e 2-5 a 1-10 a 1-2 a
1400S200-33 33 3-1 e 2-4 e 1-6 e 2-5 a 1-10 a 1-2 a 3-1 e 2-4 e 1-6 e 2-5 a 1-10 a 1-2 a
1400S137-43 33 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a
1400S162-43 33 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a
1400S200-43 33 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a
1400S250-43 33 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a
1400S300-43 33 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a 6-11 e 5-2 e 3-5 e 5-6 a 4-1 a 2-9 a
1400S137-54 33 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a
1400S137-54 50 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a
1400S162-54 33 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a
1400S162-54 50 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a
1400S200-54 33 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a
1400S200-54 50 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a
1400S250-54 33 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a
1400S250-54 50 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a
1400S300-54 33 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a
1400S300-54 50 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a 13-8 e 10-3 e 6-10 e 10-11 a 8-2 a 5-5 a
1400S137-68 33 16-8 e 14-5 e 11-9 e 16-8 a 14-5 a 10-11 a 16-8 e 14-5 e 11-9 e 16-8 a 14-5 a 10-11 a
1400S137-68 50 19-1 e 16-6 e 13-6 e 19-1 a 16-5 a 10-11 a 19-1 e 16-6 e 13-6 e 19-1 a 16-5 a 10-11 a
1400S162-68 33 17-6 e 15-2 e 12-4 e 17-6 a 15-2 a 10-11 a 17-6 e 15-2 e 12-4 e 17-6 a 15-2 a 10-11 a
1400S162-68 50 20-2 e 17-6 e 13-8 e 20-2 a 16-5 a 10-11 a 19-8 e 17-6 e 13-8 e 20-2 a 16-5 a 10-11 a
1400S200-68 33 18-3 e 15-10 e 12-11 e 18-3 a 15-10 a 10-11 a 18-3 e 15-10 e 12-11 e 18-3 a 15-10 a 10-11 a
1400S200-68 50 20-7 e 17-10 e 13-8 e 20-7 a 16-5 a 10-11 a 20-2 e 17-10 e 13-8 e 20-7 a 16-5 a 10-11 a
1400S250-68 33 19-2 e 16-7 e 13-6 e 19-2 a 16-5 a 10-11 a 19-2 e 16-7 e 13-6 e 19-2 a 16-5 a 10-11 a
1400S250-68 50 20-11 e 18-1 e 13-8 e 20-11 a 16-5 a 10-11 a 20-11 e 18-1 e 13-8 e 20-11 a 16-5 a 10-11 a
1400S300-68 33 19-7 e 16-11 e 13-8 e 19-7 a 16-5 a 10-11 a 19-7 e 16-11 e 13-8 e 19-7 a 16-5 a 10-11 a
1400S300-68 50 22-1 e 19-2 e 13-8 e 21-11 a 16-5 a 10-11 a 21-10 e 19-2 e 13-8 e 21-11 a 16-5 a 10-11 a
1400S162-97 33 21-6 18-7 e 15-2 e 21-6 i 18-7 i 15-2 a 21-6 18-7 e 15-2 e 21-6 i 18-7 i 15-2 a
1400S162-97 50 24-2 22-0 e 18-8 e 26-5 i 22-11 i 18-8 i 22-0 19-11 17-5 e 24-8 i 22-5 i 18-8 i
1400S200-97 33 22-5 19-5 e 15-10 e 22-5 i 19-5 i 15-10 a 22-5 19-5 e 15-10 e 22-5 i 19-5 i 15-10 a
1400S200-97 50 24-11 22-7 e 19-6 e 27-7 i 23-11 i 19-6 a 22-7 20-6 17-11 e 25-5 i 23-1 i 19-6 a
1400S250-97 33 23-11 e 20-8 e 16-11 e 23-11 i 20-8 i 16-11 a 23-7 e 20-8 e 16-11 e 23-11 i 20-8 i 16-11 a
1400S250-97 50 25-11 23-7 e 20-5 e 28-11 i 25-1 i 20-5 a 23-7 21-5 e 18-8 e 26-6 i 24-1 i 20-5 a
1400S300-97 33 25-2 e 21-9 e 17-9 e 25-2 i 21-9 i 17-9 a 24-6 e 21-9 e 17-9 e 25-2 i 21-9 i 17-9 a
1400S300-97 50 26-11 24-6 e 21-3 e 30-0 i 26-0 i 21-3 a 24-6 22-3 e 19-5 e 27-6 i 25-0 i 21-3 a
Phone: 616-261-1950
Fax: 616-261-1960
Corporate Office
4165 Spartan Industrial Dr
Grandville, MI 49418
STEEL STUD
SOLUTIONS LLC
Phone: 615-736-5670
Fax: 615-736-5671
Nashville Office
407 Driftwood
Nashville, TN 37210
Phone: 501-778-2000
Fax: 501-778-2048
Benton Office
1325 River St.
Benton, AR 72018
Certification of Material
Steel Studs Solutions, LLC certifies that all of its building products are manufactured so that they meet or exceed all applicable standards listed below.
Steel Stud Solutions, LLC Production Capabilities DRYWALL STRUCTURAL Web Sizes 1 5/8” to 6” 2 ½” to 14” Flange Sizes 1 ¼” 1 3/8” to 3” Return Sizes ¼” ½” & 9/16” Yield Sizes 33 KSI 33, 50 KSI Gauges 25, 22, & 20 20, 18, 16, 14, & 12 Steel Stud Solutions, LLC Non-Structural Framing Standards
•••• ASTM C-645 “Standard Specification for Nonstructural Steel Framing Members” • ASTM C-754 “Standard Specification for Installation of Steel Framing Members to Receive Screw-attached gypsum Panel Products” Steel Stud Solutions drywall framing members have a protective coating equal or greater than ASTM A 653/653M, A1003, and C955 minimum coating designation G-40.
Steel Stud Solutions, LLC Structural Framing Standards •••• ASTM C-955 “Specifications for Load Bearing (Transverse and Axial) Steel Studs, Runners (Track), and Bracing of Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases”
• ASTM C-1007 “Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories”
Steel Stud Solutions structural framing members have a protective coating equal or greater than ASTM A 653/653M, A1003, and C955 coating designation G-60.
Steel Stud Solutions, LLC Protective Coating Standards •••• ASTM A-924/924M “Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process” • ASTM A-653/653M “Standard Specification for General Requirements for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Coated (Galvannealed) by the Hot-Dip Process” • ASTM A-591/591M “Steel Sheet, Zinc-Coated, for Light Coating Mass Applications”
• ASTM A1003 “Standard Specification for Steel Sheet, Carbon, Metallic-and Nonmetallic-coated for Cold-formed Framing Members
Sectional and structural properties of steel framing members were calculated in conformance with AISI- “Specifications of the Design of Cold-Formed Steel Structural Members” 2001 Edition.