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Cees & Zees Structural Sections Section Properties, Cee and Zee Load Tables
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C and Z sections - AEP
Transcript of C and Z sections - AEP
Cees & ZeesStructural SectionsSect ion Proper t ies, Cee and Zee Load Tables
AEP Span Cees and Zees Structural Sections
1
Table of Contents
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
General Notes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
Purlin Example . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3
Zee Purlin Lap (Standard Punching and Lap Conditions) . . . . . . . . . . .4
Standard Tacoma, WA Purlin Punching . . . . . . . . . . . . . . . . . . . . . . . . .5
Standard Fontana, CA Purlin Punching . . . . . . . . . . . . . . . . . . . . . . . . .6
SECTION PROPERTIES
Cees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7-8
Zees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8-9
Track & Stud . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10
Eave Strut and Angles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11
CEE LOAD TABLES
Simple Span . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12-20
Double Span . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .21-29
Triple Span . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30- 34
ZEE LOAD TABLES
Simple Span Load Tables for Zees . . . . . . . . . . . . . . . . . . . .35-44
Two Span 6 x 2.25 to 12 x 3.5 . . . . . . . . . . . . . . . . . . . . . . .45-57
Four Span 6 x 2.25 to 12 x 3.5 . . . . . . . . . . . . . . . . . . . . . . .58-71
Six Span 6 x 6.25 to 12 x 3.5 . . . . . . . . . . . . . . . . . . . . . . . .72-85
AEP Span Cees and Zees Structural Sections
1
Table of Contents
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
General Notes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
Purlin Example . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3
Zee Purlin Lap (Standard Punching and Lap Conditions) . . . . . . . . . . .4
Standard Tacoma, WA Purlin Punching . . . . . . . . . . . . . . . . . . . . . . . . .5
Standard Fontana, CA Purlin Punching . . . . . . . . . . . . . . . . . . . . . . . . .6
SECTION PROPERTIES
Cees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7-8
Zees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8-9
Track & Stud . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10
Eave Strut and Angles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11
CEE LOAD TABLES
Simple Span . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12-20
Double Span . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .21-29
Triple Span . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30- 34
ZEE LOAD TABLES
Simple Span Load Tables for Zees . . . . . . . . . . . . . . . . . . . .35-44
Two Span 6 x 2.25 to 12 x 3.5 . . . . . . . . . . . . . . . . . . . . . . .45-57
Four Span 6 x 2.25 to 12 x 3.5 . . . . . . . . . . . . . . . . . . . . . . .58-71
Six Span 6 x 6.25 to 12 x 3.5 . . . . . . . . . . . . . . . . . . . . . . . .72-85
AEP Span Cees and Zees Structural Sections
3
Purlin Example:
2 January 2005
Simple Span Load Tables for Cees and Zees
Introduction:
The following tables are provided to assist in the use and initialselection of AEP Span light gauge cold formed Cee and Zeestructural members. The appropriate use of this information toselect members to meet specific design requirements requires aknowledge of structural design principles and an understandingof light gauge cold formed structural sections.
The information contained herein was prepared in accordancewith recognized engineering principles and is intended for gen-eral use only. The information is believed to be correct andaccurate. It should not be used for any specific applicationwithout being reviewed by a registered professional in this field.
AEP Span reserves the right to discontinue products at any timeor make any changes without notice and without incurring anyobligation. AEP Span can accept no responsibility for the selec-tion as a result of the use or misuse of the attached tables.
General Notes:
1) Section properties and load tables have been determined inaccordance with the American Iron and Steel Institute’sSpecifications for the Design of Cold-Formed Steel StructuralMembers. 1996 edition.
2) Materials conform to ASTM A653 Grade 50 with (Fy = 55ksiminimum) with G60 Galvanized or ASTM A570 Grade 55 (Fy =55 ksi minimum) bare.
3) Load capacities shown for only fully braced conditions. It isthe responsibility of the designer to determine the bracingrequirements for the specific project.
4) Load capacities shown are the TOTAL uniformly distributedload capacity, in pounds per foot, of the purlin. Weight of thepurlin has not been deducted from the allowable loads.
5) Load table values do not include web crippling require-ments.
6) Unless otherwise noted, the span load tables in this bookletlimit deflection to L/180.
Example 1Given:
Span = 15’-0” Span Condition; Simple Span (1-span)Purlin Spacing = 5’-0”Total Uniform Load = 25 psfDeflection Limit of L/180Total Uniform Load to Purlin = 25psf x 5’ = 125 plfNote: Assume adequate compression flange bracing.
From Tables:
for 15’ Simple-span condition with 125 plf load;
Use: 7 x 2 x 16 ga cee CAP = 130 plf (page 13)or 7 x 2 x 16 ga zee CAP = 130 plf (page 37)or 6 x 2.5 x 14 ga zee CAP = 125 plf (page 36)Note: Verify load with actual purlin weight.
Example 2Given:
Span = 25’-0” Span Condition; 4-span continuousPurlin Spacing = 5’-0”Total Uniform Load = 25 psfDeflection Limit of L/240Total Uniform Load to Purlin = 25psf x 5’ = 125 plfNote: Assume adequate compression flange bracing.
From Tables:
for 25’ 4-span condition with 125 plf load;
Use: 10 x 2.5 x 14 ga zee - Standard Lap CAP = 133 plf (page 65)or 10 x 2.25 x 14 ga zee - Long Lap CAP = 125 plf (page 64)or 8 x 2.5 x 12 ga zee - Long Lap CAP = 131 plf (page 59)
Note: Verify load with actual purlin weight.
Gauge Design Base Metal
Thickness [in]
18 ga 0.047
16 ga 0.059
14 ga 0.070
12 ga 0.105
10 ga 0.135
Design Base Metal Thckinesses
AEP Span Cees and Zees Structural Sections
3
Purlin Example:
2 January 2005
Simple Span Load Tables for Cees and Zees
Introduction:
The following tables are provided to assist in the use and initialselection of AEP Span light gauge cold formed Cee and Zeestructural members. The appropriate use of this information toselect members to meet specific design requirements requires aknowledge of structural design principles and an understandingof light gauge cold formed structural sections.
The information contained herein was prepared in accordancewith recognized engineering principles and is intended for gen-eral use only. The information is believed to be correct andaccurate. It should not be used for any specific applicationwithout being reviewed by a registered professional in this field.
AEP Span reserves the right to discontinue products at any timeor make any changes without notice and without incurring anyobligation. AEP Span can accept no responsibility for the selec-tion as a result of the use or misuse of the attached tables.
General Notes:
1) Section properties and load tables have been determined inaccordance with the American Iron and Steel Institute’sSpecifications for the Design of Cold-Formed Steel StructuralMembers. 1996 edition.
2) Materials conform to ASTM A653 Grade 50 with (Fy = 55ksiminimum) with G60 Galvanized or ASTM A570 Grade 55 (Fy =55 ksi minimum) bare.
3) Load capacities shown for only fully braced conditions. It isthe responsibility of the designer to determine the bracingrequirements for the specific project.
4) Load capacities shown are the TOTAL uniformly distributedload capacity, in pounds per foot, of the purlin. Weight of thepurlin has not been deducted from the allowable loads.
5) Load table values do not include web crippling require-ments.
6) Unless otherwise noted, the span load tables in this bookletlimit deflection to L/180.
Example 1Given:
Span = 15’-0” Span Condition; Simple Span (1-span)Purlin Spacing = 5’-0”Total Uniform Load = 25 psfDeflection Limit of L/180Total Uniform Load to Purlin = 25psf x 5’ = 125 plfNote: Assume adequate compression flange bracing.
From Tables:
for 15’ Simple-span condition with 125 plf load;
Use: 7 x 2 x 16 ga cee CAP = 130 plf (page 13)or 7 x 2 x 16 ga zee CAP = 130 plf (page 37)or 6 x 2.5 x 14 ga zee CAP = 125 plf (page 36)Note: Verify load with actual purlin weight.
Example 2Given:
Span = 25’-0” Span Condition; 4-span continuousPurlin Spacing = 5’-0”Total Uniform Load = 25 psfDeflection Limit of L/240Total Uniform Load to Purlin = 25psf x 5’ = 125 plfNote: Assume adequate compression flange bracing.
From Tables:
for 25’ 4-span condition with 125 plf load;
Use: 10 x 2.5 x 14 ga zee - Standard Lap CAP = 133 plf (page 65)or 10 x 2.25 x 14 ga zee - Long Lap CAP = 125 plf (page 64)or 8 x 2.5 x 12 ga zee - Long Lap CAP = 131 plf (page 59)
Note: Verify load with actual purlin weight.
Gauge Design Base Metal
Thickness [in]
18 ga 0.047
16 ga 0.059
14 ga 0.070
12 ga 0.105
10 ga 0.135
Design Base Metal Thckinesses
AEP Span Cees and Zees Structural Sections
5
Standard Tacoma Purlin Punching
4 January 2005
Zee Purlins Lap
6' - 3 1/2"
4' - 3 1/2"
2' - 3 1/2"
35" 35"
23" 23"
11" 11"
4"3/4"
4"
AEP SPAN Standard PunchingTotal Lap Length
Super Lap
Max Lap
Long Lap
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AEP SPAN Lap ConditionsTWO-SPAN
#��"�#�$��#�%��� �#�
2' - 31/2"
4' - 31/2"
6' - 31/2"
FOUR-SPAN
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2'-31/2"
4'-31/2"
4'-31/2"
6'-31/2"
2'-31/2"
4'-31/2"
2'-31/2"
4'-31/2"
2'- 31/2"
4'-31/2"
4-31/2"
6'-31/2"
2'-31/2"
4'-31/2"
4'-31/2"
6'-31/2"
2'-31/2"
4'-31/2"
2'-31/2"
4'-31/2"
2'-31/2"
4'-31/2"
2'-31/2"
4'-31/2"
2'-31/2"
4'-31/2"
2'-31/2"
4'-31/2"
2'-31/2"
4'-31/2"
4'-31/2"
6'-31/2"
#��"�#�$��#�%��&�#�'��������#�
SIX-SPAN
(���) ����*��� *��+� �* ��� ���� �� ���"��
CL of supportT4
T6
T8
T10
T3
T9
T11
T13
T20
T18
T19T21
AEP Span Cees and Zees Structural Sections
5
Standard Tacoma Purlin Punching
AEP Span Cees and Zees Structural Sections
7
Cee Section Properties
6 January 2005
Standard Fontana Purlin Punching
Round Holes Oblong Holes(Perpendicular)
Oblong Holes(Parallel)
5/16” 1/2” x 3/4” 1/2” x 3/4”
1/2” 9/16” x 3/4” 9/16” x 3/4”
9/16” 9/16” x 1” 5/8” x 3/4”
5/8” 5/8” x 3/4” 3/4” x 7/8”
11/16” 5/8” x 1-1/2” 11/16” x 3/4”
3/4” 11/16” x 3/4”
13/16” 3/4” x 7/8”
7/8” 13/16” x 1-1/4”
1-1/16”
1-1/8”
1-1/4”
Notes: 1) For sections deeper than 14 inches some limitations apply.Please inquire with your AEP Span representative
2) Sample hole locations shown for Cee and Zee sections.Punching also available for Eave Strut, Stud, Track and Angle sections.
4 x 1.625 18 (F) 1.28 0.291 0.918 0.454 1.562 0.145 0.134 0.621 0.654 x 2.25 18 (T) 1.6 0.319 1.156 0.509 1.595 0.38 0.284 0.899 1.025
16 (T) 2.01 0.46 1.485 0.681 1.586 0.475 0.356 0.897 1.0554 x 2.5 18 (F) 1.6 0.318 1.231 0.528 1.636 0.432 0.279 0.959 0.775
16 (F) 2.01 0.435 1.565 0.684 1.629 0.541 0.351 0.958 0.80514 (F) 2.38 0.551 1.841 0.829 1.622 0.64 0.417 0.956 0.831
5 x 2 18 (F) 1.6 0.315 1.81 0.673 1.962 0.277 0.207 0.768 0.77516 (F) 2.01 0.451 2.255 0.89 1.955 0.347 0.261 0.767 0.805
5 x 2.125 14 (F) 2.38 0.545 2.71 1.0543 1.9676 0.44 0.307 0.793 0.7066 x 2.25 16 (T) 2.41 0.469 3.855 1.186 2.334 0.552 0.373 0.883 1.055
14 (T) 2.86 0.615 4.546 1.464 2.326 0.653 0.443 0.881 1.0816 x 2.5 16 (F) 2.41 0.444 3.99 1.173 2.374 0.626 0.369 0.94 0.805
14 (F) 2.86 0.566 4.707 1.418 2.367 0.741 0.439 0.939 0.8317 x 2 16 (F) 2.41 0.457 5.007 1.414 2.659 0.387 0.27 0.74 0.8057 x 2.125 14 (F) 2.86 0.555 5.992 1.665 2.671 0.491 0.318 0.764 0.7067 x 3 16 (F) 2.81 0.456 6.143 1.511 2.79 1.019 0.493 1.111 0.805
14 (F) 3.33 0.588 7.527 1.841 2.784 1.208 0.587 1.11 0.83112 (F) 5 1.138 11.232 3.084 2.764 1.808 0.889 1.109 0.916
8 x 2.5 16 (F) 2.81 0.449 7.83 1.725 3.079 0.687 0.38 0.912 0.80514 (F) 3.33 0.573 9.254 2.104 3.073 0.814 0.452 0.911 0.83112 (F) 5 1.11 13.712 3.428 3.054 1.216 0.684 0.909 0.916
8 x 2.75 16 (T) 3.01 0.504 8.453 1.9 3.112 0.97 0.51 1.047 1.05514 (T) 3.57 0.668 10.129 2.38 3.106 1.149 0.606 1.046 1.08112 (T) 5.36 1.215 14.99 3.748 3.085 1.711 0.913 1.042 1.166
8 x 3.5 16 (F) 3.21 0.463 9.008 1.769 3.204 1.545 0.634 1.279 0.80514 (F) 3.81 0.602 10.768 2.291 3.198 1.833 0.755 1.279 0.83112 (F) 5.71 1.107 16.984 3.656 3.18 2.748 1.143 1.279 0.916
9 x 2.25 16 (T) 3.01 0.474 10.142 1.995 3.385 0.63 0.387 0.844 1.05514 (T) 3.57 0.625 11.987 2.581 3.379 0.745 0.459 0.842 1.08112 (T) 5.36 1.118 17.765 3.948 3.359 1.107 0.691 0.838 1.166
9 x 3 16 (F) 3.21 0.459 11.063 1.965 3.495 1.104 0.507 1.081 0.80514 (F) 3.81 0.593 13.502 2.596 3.49 1.309 0.603 1.081 0.83112 (F) 5.71 1.156 20.252 4.326 3.472 1.962 0.913 1.081 0.916
10 x 2.25 14 (T) 3.81 0.627 15.47 2.974 3.717 0.768 0.463 0.828 1.08110 x 2.5 16 (F) 3.21 0.451 13.323 2.13 3.757 0.732 0.387 0.881 0.805
14 (F) 3.81 0.577 15.761 2.789 3.751 0.868 0.461 0.88 0.83112 (F) 5.71 1.124 23.426 4.685 3.734 1.298 0.698 0.879 0.916
10 x 3.25 14 (T) 4.28 0.686 18.803 3.264 3.875 1.829 0.789 1.205 1.08112 (T) 6.43 1.294 28.104 5.527 3.856 2.734 1.191 1.203 1.166
10 x 3.5 14 (F) 4.28 0.606 18.246 2.907 3.905 1.967 0.773 1.249 0.83112 (F) 6.43 1.121 28.566 4.964 3.888 2.952 1.171 1.25 0.916
10 x 4 12 (F) 6.78 1.17 30.464 5.242 3.951 4.096 1.444 1.433 0.91611 x 3 14 (F) 4.28 0.596 21.9 3.133 4.172 1.387 0.614 1.049 0.831
12 (F) 6.43 1.167 32.633 5.71 4.155 2.081 0.93 1.049 0.91612 x 2.25 14 (T) 4.28 0.629 24.153 3.524 4.378 0.807 0.469 0.8 1.081
12 (T) 6.43 1.134 35.934 5.989 4.36 1.2 0.705 0.797 1.16612 x 2.5 14 (F) 4.28 0.58 24.507 3.3 4.41 0.91 0.467 0.85 0.831
12 (F) 6.43 1.134 36.5 6.083 4.395 1.363 0.707 0.849 0.916
Axis x-x Axis y-y
Section Ga Mfg. Wt Ae Ix Sx rx Iy Sy ry LD x B Loc. (lbs/ft) in2 in4 in3 in in4 in3 in in
AEP Span Cees and Zees Structural Sections
7
Cee Section Properties
6 January 2005
Standard Fontana Purlin Punching
Round Holes Oblong Holes(Perpendicular)
Oblong Holes(Parallel)
5/16” 1/2” x 3/4” 1/2” x 3/4”
1/2” 9/16” x 3/4” 9/16” x 3/4”
9/16” 9/16” x 1” 5/8” x 3/4”
5/8” 5/8” x 3/4” 3/4” x 7/8”
11/16” 5/8” x 1-1/2” 11/16” x 3/4”
3/4” 11/16” x 3/4”
13/16” 3/4” x 7/8”
7/8” 13/16” x 1-1/4”
1-1/16”
1-1/8”
1-1/4”
Notes: 1) For sections deeper than 14 inches some limitations apply.Please inquire with your AEP Span representative
2) Sample hole locations shown for Cee and Zee sections.Punching also available for Eave Strut, Stud, Track and Angle sections.
4 x 1.625 18 (F) 1.28 0.291 0.918 0.454 1.562 0.145 0.134 0.621 0.654 x 2.25 18 (T) 1.6 0.319 1.156 0.509 1.595 0.38 0.284 0.899 1.025
16 (T) 2.01 0.46 1.485 0.681 1.586 0.475 0.356 0.897 1.0554 x 2.5 18 (F) 1.6 0.318 1.231 0.528 1.636 0.432 0.279 0.959 0.775
16 (F) 2.01 0.435 1.565 0.684 1.629 0.541 0.351 0.958 0.80514 (F) 2.38 0.551 1.841 0.829 1.622 0.64 0.417 0.956 0.831
5 x 2 18 (F) 1.6 0.315 1.81 0.673 1.962 0.277 0.207 0.768 0.77516 (F) 2.01 0.451 2.255 0.89 1.955 0.347 0.261 0.767 0.805
5 x 2.125 14 (F) 2.38 0.545 2.71 1.0543 1.9676 0.44 0.307 0.793 0.7066 x 2.25 16 (T) 2.41 0.469 3.855 1.186 2.334 0.552 0.373 0.883 1.055
14 (T) 2.86 0.615 4.546 1.464 2.326 0.653 0.443 0.881 1.0816 x 2.5 16 (F) 2.41 0.444 3.99 1.173 2.374 0.626 0.369 0.94 0.805
14 (F) 2.86 0.566 4.707 1.418 2.367 0.741 0.439 0.939 0.8317 x 2 16 (F) 2.41 0.457 5.007 1.414 2.659 0.387 0.27 0.74 0.8057 x 2.125 14 (F) 2.86 0.555 5.992 1.665 2.671 0.491 0.318 0.764 0.7067 x 3 16 (F) 2.81 0.456 6.143 1.511 2.79 1.019 0.493 1.111 0.805
14 (F) 3.33 0.588 7.527 1.841 2.784 1.208 0.587 1.11 0.83112 (F) 5 1.138 11.232 3.084 2.764 1.808 0.889 1.109 0.916
8 x 2.5 16 (F) 2.81 0.449 7.83 1.725 3.079 0.687 0.38 0.912 0.80514 (F) 3.33 0.573 9.254 2.104 3.073 0.814 0.452 0.911 0.83112 (F) 5 1.11 13.712 3.428 3.054 1.216 0.684 0.909 0.916
8 x 2.75 16 (T) 3.01 0.504 8.453 1.9 3.112 0.97 0.51 1.047 1.05514 (T) 3.57 0.668 10.129 2.38 3.106 1.149 0.606 1.046 1.08112 (T) 5.36 1.215 14.99 3.748 3.085 1.711 0.913 1.042 1.166
8 x 3.5 16 (F) 3.21 0.463 9.008 1.769 3.204 1.545 0.634 1.279 0.80514 (F) 3.81 0.602 10.768 2.291 3.198 1.833 0.755 1.279 0.83112 (F) 5.71 1.107 16.984 3.656 3.18 2.748 1.143 1.279 0.916
9 x 2.25 16 (T) 3.01 0.474 10.142 1.995 3.385 0.63 0.387 0.844 1.05514 (T) 3.57 0.625 11.987 2.581 3.379 0.745 0.459 0.842 1.08112 (T) 5.36 1.118 17.765 3.948 3.359 1.107 0.691 0.838 1.166
9 x 3 16 (F) 3.21 0.459 11.063 1.965 3.495 1.104 0.507 1.081 0.80514 (F) 3.81 0.593 13.502 2.596 3.49 1.309 0.603 1.081 0.83112 (F) 5.71 1.156 20.252 4.326 3.472 1.962 0.913 1.081 0.916
10 x 2.25 14 (T) 3.81 0.627 15.47 2.974 3.717 0.768 0.463 0.828 1.08110 x 2.5 16 (F) 3.21 0.451 13.323 2.13 3.757 0.732 0.387 0.881 0.805
14 (F) 3.81 0.577 15.761 2.789 3.751 0.868 0.461 0.88 0.83112 (F) 5.71 1.124 23.426 4.685 3.734 1.298 0.698 0.879 0.916
10 x 3.25 14 (T) 4.28 0.686 18.803 3.264 3.875 1.829 0.789 1.205 1.08112 (T) 6.43 1.294 28.104 5.527 3.856 2.734 1.191 1.203 1.166
10 x 3.5 14 (F) 4.28 0.606 18.246 2.907 3.905 1.967 0.773 1.249 0.83112 (F) 6.43 1.121 28.566 4.964 3.888 2.952 1.171 1.25 0.916
10 x 4 12 (F) 6.78 1.17 30.464 5.242 3.951 4.096 1.444 1.433 0.91611 x 3 14 (F) 4.28 0.596 21.9 3.133 4.172 1.387 0.614 1.049 0.831
12 (F) 6.43 1.167 32.633 5.71 4.155 2.081 0.93 1.049 0.91612 x 2.25 14 (T) 4.28 0.629 24.153 3.524 4.378 0.807 0.469 0.8 1.081
12 (T) 6.43 1.134 35.934 5.989 4.36 1.2 0.705 0.797 1.16612 x 2.5 14 (F) 4.28 0.58 24.507 3.3 4.41 0.91 0.467 0.85 0.831
12 (F) 6.43 1.134 36.5 6.083 4.395 1.363 0.707 0.849 0.916
Axis x-x Axis y-y
Section Ga Mfg. Wt Ae Ix Sx rx Iy Sy ry LD x B Loc. (lbs/ft) in2 in4 in3 in in4 in3 in in
AEP Span Cees and Zees Structural Sections
9
Zee Section Properties (cont’d from page 8)
8 January 2005
Cee Section Properties (cont’d from page 7)Axis x-x Axis y-y
Section Ga Mfg. Wt Ae Ix Sx rx Iy Sy ry LD x B Loc. (lbs/ft) in2 in4 in3 in in4 in3 in in
Notes:1. Materials conform to ASTM A653 Grade 50 (Fy = 55ksi min-imum) with G60 Galvanized or ASTM A570 Grade 55 (Fy = 55ksi minimum) bare.2. Values based on the American Iron and Steel Institute (AISI)Cold Formed Steel Design Manual (1996 Edition).
3. Sx and Ae are effective section properties based on f = Fy.4. Ix based on 1996 AISI Specifications for deflection determi-nation at allowable moment.5. Iy, Sy, ry & rx are full section properties.6. (F) - Fontana, (T) - TacomaSpecifications subject to change without notice
Axis x-x Axis y-y
9 x 2.25 16 (T) 3.01 0.474 10.311 2.023 3.416 1.107 0.392 1.118 0.94314 (T) 3.57 0.627 12.217 2.635 3.411 1.32 0.466 1.121 0.96212 (T) 5.35 1.118 18.16 4.036 3.396 2.013 0.705 1.131 1.021
9 x 3 16 (F) 3.21 0.429 10.963 1.844 3.514 1.812 0.531 1.386 0.69314 (F) 3.81 0.56 13.094 2.456 3.509 2.162 0.632 1.389 0.71212 (F) 5.71 1.074 20.525 4.096 3.495 3.294 0.957 1.4 0.771
10 x 2.25 14 (T) 3.81 0.629 15.729 3.031 3.747 1.32 0.466 1.086 0.96210 x 2.5 16 (F) 3.21 0.423 13.458 2.007 3.776 1.149 0.394 1.103 0.693
14 (F) 3.81 0.548 15.934 2.654 3.772 1.371 0.469 1.106 0.71212 (F) 5.71 1.087 23.732 4.635 3.759 2.094 0.711 1.116 0.771
10 x 3.25 14 (T) 4.28 0.626 18.905 3.012 3.902 3.137 0.818 1.578 0.96212 (T) 6.43 1.162 28.55 5.124 3.887 4.767 1.237 1.588 1.021
10 x 3.5 14 (F) 4.28 0.568 17.93 2.729 3.922 3.207 0.818 1.595 0.71212 (F) 6.43 1.047 28.252 4.702 3.909 4.879 1.237 1.607 0.771
10 x 4 12 (F) 6.78 1.112 29.601 5.037 3.97 6.9 1.553 1.86 0.77111 x 3 14 (F) 4.28 0.564 21.592 2.968 4.19 2.162 0.632 1.31 0.712
12 (F) 6.43 1.085 32.973 5.421 4.177 3.295 0.957 1.32 0.77112 x 2.25 14 (T) 4.28 0.632 24.47 3.582 4.407 1.32 0.466 1.024 0.962
12 (T) 6.43 1.134 36.48 6.08 4.394 2.013 0.705 1.032 1.02112 x 2.5 14 (F) 4.28 0.551 24.719 3.143 4.429 1.371 0.469 1.043 0.712
12 (F) 6.43 1.096 36.874 6.007 4.417 2.094 0.711 1.053 0.77112 x 3.5 14 (F) 4.76 0.571 27.328 3.257 4.606 3.207 0.818 1.514 0.712
12 (F) 7.14 1.057 43.324 6.101 4.593 4.879 1.237 1.524 0.77110 (F) 9.18 1.699 56.694 8.717 4.582 6.355 1.604 1.534 0.823
13 x 2 14 (F) 4.28 0.574 27.113 3.516 4.639 0.8 0.33 0.797 0.71212 (F) 6.43 1.032 40.471 6.226 4.628 1.224 0.501 0.805 0.771
13 x 3 14 (F) 4.76 0.566 32.409 3.483 4.852 2.162 0.632 1.243 0.71212 (F) 7.14 1.093 49.2 6.888 4.84 3.295 0.957 1.253 0.77110 (F) 9.18 1.669 62.995 9.356 4.83 4.298 1.242 1.262 0.823
14 x 2.5 14 (F) 4.76 0.552 36.024 3.64 5.073 1.371 0.469 0.99 0.71212 (F) 7.14 1.102 53.795 7.52 5.061 2.094 0.712 0.999 0.77110 (F) 9.18 1.621 68.91 9.844 5.052 2.736 0.924 1.007 0.823
15 x 2 12 (F) 7.14 1.038 57.98 7.667 5.255 1.224 0.501 0.764 0.77110 (F) 9.18 1.492 74.303 9.907 5.246 1.604 0.652 0.771 0.823
16 x 3.5 12 (F) 8.57 1.068 87.153 8.236 5.916 4.88 1.238 1.392 0.77110 (F) 11.02 1.723 113.02 13.14 5.906 6.36 1.604 1.401 0.823
17 x 3 12 (F) 8.57 1.103 94.675 9.026 6.13 3.295 0.957 1.144 0.77110 (F) 11.02 1.69 121.38 13.831 6.121 4.3 1.242 1.152 0.823
18 x 2.5 12 (F) 8.57 1.111 100.66 9.554 6.32 2.09 0.712 0.912 0.77110 (F) 11.02 1.639 129.09 14.343 6.312 2.74 0.924 0.919 0.823
19 x 2 12 (F) 8.57 1.045 106.02 9.36 6.486 1.22 0.501 0.697 0.77110 (F) 11.02 1.507 136 14.257 6.479 1.6 0.652 0.704 0.823
20 x 4.5 12 (F) 10.71 1.147 164.85 10.868 7.411 9.41 1.904 1.729 0.77110 (F) 13.77 1.761 216.2 17.102 7.402 12.23 2.465 1.738 0.823
Axis x-x Axis y-y
Section Ga Mfg. Wt Ae Ix Sx rx Iy Sy ry LD x B Loc. (lbs/ft) in2 in4 in3 in in4 in3 in in
Zee Section Properties
Section Ga Mfg. Wt Ae Ix Sx rx Iy Sy ry LD x B Loc. (lbs/ft) in2 in4 in3 in in4 in3 in in4 x 1.625 18 (F) 1.28 0.261 0.946 0.428 1.586 0.28 0.143 0.863 0.5474 x 2.25 18 (T) 1.6 0.316 1.205 0.523 1.629 0.876 0.311 1.365 0.922
16 (T) 2.01 0.459 1.551 0.709 1.622 1.107 0.392 1.37 0.9434 x 2.5 18 (F) 1.6 0.292 1.226 0.501 1.659 0.909 0.312 1.391 0.672
16 (F) 2.01 0.407 1.596 0.656 1.653 1.149 0.394 1.395 0.69314 (F) 2.38 0.521 1.9 0.802 1.648 1.371 0.469 1.399 0.712
5 x 2 18 (F) 1.6 0.289 1.856 0.644 1.987 0.529 0.22 1.061 0.67216 (F) 2.01 0.404 2.317 0.839 1.982 0.669 0.277 1.065 0.69314 (F) 2.38 0.553 2.735 1.074 1.976 0.799 0.33 1.069 0.712
6 x 2.25 16 (T) 2.41 0.468 3.963 1.216 2.368 1.107 0.392 1.25 0.9436 x 2.5 16 (F) 2.41 0.416 4.009 1.125 2.397 1.149 0.394 1.274 0.693
14 (F) 2.86 0.537 4.805 1.37 2.392 1.371 0.469 1.278 0.7127 x 2 16 (F) 2.41 0.41 5.1 1.33 2.684 0.669 0.277 0.972 0.693
14 (F) 2.86 0.563 6.029 1.691 2.679 0.8 0.33 0.976 0.7127 x 3 16 (F) 2.81 0.426 6.031 1.444 2.81 1.812 0.531 1.481 0.693
14 (F) 3.33 0.555 7.281 1.769 2.805 2.162 0.632 1.485 0.71212 (F) 5 1.056 11.437 2.914 2.789 3.294 0.957 1.497 0.771
8 x 2.5 16 (F) 2.81 0.42 7.834 1.625 3.1 1.149 0.394 1.179 0.69314 (F) 3.33 0.544 9.389 2.035 3.095 1.371 0.469 1.183 0.71212 (F) 5 1.073 13.951 3.403 3.081 2.093 0.711 1.193 0.771
8 x 2.75 16 (T) 3.01 0.483 8.635 1.849 3.141 1.762 0.53 1.411 0.94314 (T) 3.57 0.613 10.329 2.275 3.136 2.101 0.63 1.415 0.96212 (T) 5.35 1.215 15.334 3.834 3.12 3.198 0.954 1.425 1.021
8 x 3.5 16 (F) 3.21 0.429 8.815 1.642 3.221 2.69 0.687 1.688 0.69314 (F) 3.81 0.564 10.547 2.188 3.217 3.207 0.818 1.692 0.71212 (F) 5.71 1.033 16.877 3.447 3.202 4.879 1.237 1.704 0.771
12 x 3.5 14 (F) 4.76 0.608 28.156 3.466 4.59 2.073 0.786 1.217 0.83112 (F) 7.14 1.131 43.928 6.417 4.574 3.114 1.192 1.218 0.91610 (F) 9.18 1.776 56.136 8.986 4.56 4.007 1.545 1.218 0.989
13 x 2.125 14 (F) 4.28 0.566 27.039 3.461 4.632 0.575 0.334 0.676 0.70612 (F) 6.43 1.032 40.317 6.203 4.619 0.862 0.506 0.676 0.791
13 x 3 14 (F) 4.76 0.598 32.734 3.675 4.835 1.45 0.622 1.018 0.83112 (F) 7.14 1.175 48.793 7.235 4.82 2.176 0.943 1.018 0.91610 (F) 9.18 1.75 62.386 9.598 4.807 2.798 1.222 1.018 0.989
14 x 2.5 14 (F) 4.76 0.582 35.774 3.82 5.055 0.944 0.472 0.821 0.83112 (F) 7.14 1.14 53.354 7.622 5.041 1.414 0.715 0.821 0.91610 (F) 9.18 1.621 68.25 9.75 5.028 1.815 0.926 0.82 0.989
15 x 2.125 12 (F) 7.14 1.038 57.802 7.644 5.246 0.888 0.511 0.65 0.79115 x 2.25 10 (F) 9.18 1.491 74.348 9.913 5.247 1.213 0.66 0.67 0.73916 x 3.5 12 (F) 8.57 1.142 87.672 8.829 5.898 3.36 1.22 1.154 0.916
10 (F) 11.02 1.8 112.26 13.517 5.886 4.32 1.582 1.155 0.98917 x 3 12 (F) 8.57 1.185 94.134 9.687 6.112 2.32 0.961 0.959 0.916
10 (F) 11.02 1.77 120.57 14.185 6.1 2.98 1.245 0.96 0.98918 x 2.5 12 (F) 8.57 1.149 100.08 9.8 6.302 1.49 0.725 0.769 0.916
10 (F) 11.02 1.639 128.22 14.247 6.291 1.92 0.94 0.769 0.98919 x 2.125 12 (F) 8.57 1.045 105.79 9.338 6.479 0.93 0.517 0.607 0.79119 x 2.25 10 (F) 11.02 1.507 136.06 14.263 6.48 1.27 0.668 0.625 0.73920 x 4.5 12 (F) 10.71 1.212 168.94 11.49 7.397 6.66 1.859 1.454 0.916
10 (F) 13.77 1.768 218.57 17.157 7.386 8.58 2.411 1.456 0.989
AEP Span Cees and Zees Structural Sections
9
Zee Section Properties (cont’d from page 8)
8 January 2005
Cee Section Properties (cont’d from page 7)Axis x-x Axis y-y
Section Ga Mfg. Wt Ae Ix Sx rx Iy Sy ry LD x B Loc. (lbs/ft) in2 in4 in3 in in4 in3 in in
Notes:1. Materials conform to ASTM A653 Grade 50 (Fy = 55ksi min-imum) with G60 Galvanized or ASTM A570 Grade 55 (Fy = 55ksi minimum) bare.2. Values based on the American Iron and Steel Institute (AISI)Cold Formed Steel Design Manual (1996 Edition).
3. Sx and Ae are effective section properties based on f = Fy.4. Ix based on 1996 AISI Specifications for deflection determi-nation at allowable moment.5. Iy, Sy, ry & rx are full section properties.6. (F) - Fontana, (T) - TacomaSpecifications subject to change without notice
Axis x-x Axis y-y
9 x 2.25 16 (T) 3.01 0.474 10.311 2.023 3.416 1.107 0.392 1.118 0.94314 (T) 3.57 0.627 12.217 2.635 3.411 1.32 0.466 1.121 0.96212 (T) 5.35 1.118 18.16 4.036 3.396 2.013 0.705 1.131 1.021
9 x 3 16 (F) 3.21 0.429 10.963 1.844 3.514 1.812 0.531 1.386 0.69314 (F) 3.81 0.56 13.094 2.456 3.509 2.162 0.632 1.389 0.71212 (F) 5.71 1.074 20.525 4.096 3.495 3.294 0.957 1.4 0.771
10 x 2.25 14 (T) 3.81 0.629 15.729 3.031 3.747 1.32 0.466 1.086 0.96210 x 2.5 16 (F) 3.21 0.423 13.458 2.007 3.776 1.149 0.394 1.103 0.693
14 (F) 3.81 0.548 15.934 2.654 3.772 1.371 0.469 1.106 0.71212 (F) 5.71 1.087 23.732 4.635 3.759 2.094 0.711 1.116 0.771
10 x 3.25 14 (T) 4.28 0.626 18.905 3.012 3.902 3.137 0.818 1.578 0.96212 (T) 6.43 1.162 28.55 5.124 3.887 4.767 1.237 1.588 1.021
10 x 3.5 14 (F) 4.28 0.568 17.93 2.729 3.922 3.207 0.818 1.595 0.71212 (F) 6.43 1.047 28.252 4.702 3.909 4.879 1.237 1.607 0.771
10 x 4 12 (F) 6.78 1.112 29.601 5.037 3.97 6.9 1.553 1.86 0.77111 x 3 14 (F) 4.28 0.564 21.592 2.968 4.19 2.162 0.632 1.31 0.712
12 (F) 6.43 1.085 32.973 5.421 4.177 3.295 0.957 1.32 0.77112 x 2.25 14 (T) 4.28 0.632 24.47 3.582 4.407 1.32 0.466 1.024 0.962
12 (T) 6.43 1.134 36.48 6.08 4.394 2.013 0.705 1.032 1.02112 x 2.5 14 (F) 4.28 0.551 24.719 3.143 4.429 1.371 0.469 1.043 0.712
12 (F) 6.43 1.096 36.874 6.007 4.417 2.094 0.711 1.053 0.77112 x 3.5 14 (F) 4.76 0.571 27.328 3.257 4.606 3.207 0.818 1.514 0.712
12 (F) 7.14 1.057 43.324 6.101 4.593 4.879 1.237 1.524 0.77110 (F) 9.18 1.699 56.694 8.717 4.582 6.355 1.604 1.534 0.823
13 x 2 14 (F) 4.28 0.574 27.113 3.516 4.639 0.8 0.33 0.797 0.71212 (F) 6.43 1.032 40.471 6.226 4.628 1.224 0.501 0.805 0.771
13 x 3 14 (F) 4.76 0.566 32.409 3.483 4.852 2.162 0.632 1.243 0.71212 (F) 7.14 1.093 49.2 6.888 4.84 3.295 0.957 1.253 0.77110 (F) 9.18 1.669 62.995 9.356 4.83 4.298 1.242 1.262 0.823
14 x 2.5 14 (F) 4.76 0.552 36.024 3.64 5.073 1.371 0.469 0.99 0.71212 (F) 7.14 1.102 53.795 7.52 5.061 2.094 0.712 0.999 0.77110 (F) 9.18 1.621 68.91 9.844 5.052 2.736 0.924 1.007 0.823
15 x 2 12 (F) 7.14 1.038 57.98 7.667 5.255 1.224 0.501 0.764 0.77110 (F) 9.18 1.492 74.303 9.907 5.246 1.604 0.652 0.771 0.823
16 x 3.5 12 (F) 8.57 1.068 87.153 8.236 5.916 4.88 1.238 1.392 0.77110 (F) 11.02 1.723 113.02 13.14 5.906 6.36 1.604 1.401 0.823
17 x 3 12 (F) 8.57 1.103 94.675 9.026 6.13 3.295 0.957 1.144 0.77110 (F) 11.02 1.69 121.38 13.831 6.121 4.3 1.242 1.152 0.823
18 x 2.5 12 (F) 8.57 1.111 100.66 9.554 6.32 2.09 0.712 0.912 0.77110 (F) 11.02 1.639 129.09 14.343 6.312 2.74 0.924 0.919 0.823
19 x 2 12 (F) 8.57 1.045 106.02 9.36 6.486 1.22 0.501 0.697 0.77110 (F) 11.02 1.507 136 14.257 6.479 1.6 0.652 0.704 0.823
20 x 4.5 12 (F) 10.71 1.147 164.85 10.868 7.411 9.41 1.904 1.729 0.77110 (F) 13.77 1.761 216.2 17.102 7.402 12.23 2.465 1.738 0.823
Axis x-x Axis y-y
Section Ga Mfg. Wt Ae Ix Sx rx Iy Sy ry LD x B Loc. (lbs/ft) in2 in4 in3 in in4 in3 in in
Zee Section Properties
Section Ga Mfg. Wt Ae Ix Sx rx Iy Sy ry LD x B Loc. (lbs/ft) in2 in4 in3 in in4 in3 in in4 x 1.625 18 (F) 1.28 0.261 0.946 0.428 1.586 0.28 0.143 0.863 0.5474 x 2.25 18 (T) 1.6 0.316 1.205 0.523 1.629 0.876 0.311 1.365 0.922
16 (T) 2.01 0.459 1.551 0.709 1.622 1.107 0.392 1.37 0.9434 x 2.5 18 (F) 1.6 0.292 1.226 0.501 1.659 0.909 0.312 1.391 0.672
16 (F) 2.01 0.407 1.596 0.656 1.653 1.149 0.394 1.395 0.69314 (F) 2.38 0.521 1.9 0.802 1.648 1.371 0.469 1.399 0.712
5 x 2 18 (F) 1.6 0.289 1.856 0.644 1.987 0.529 0.22 1.061 0.67216 (F) 2.01 0.404 2.317 0.839 1.982 0.669 0.277 1.065 0.69314 (F) 2.38 0.553 2.735 1.074 1.976 0.799 0.33 1.069 0.712
6 x 2.25 16 (T) 2.41 0.468 3.963 1.216 2.368 1.107 0.392 1.25 0.9436 x 2.5 16 (F) 2.41 0.416 4.009 1.125 2.397 1.149 0.394 1.274 0.693
14 (F) 2.86 0.537 4.805 1.37 2.392 1.371 0.469 1.278 0.7127 x 2 16 (F) 2.41 0.41 5.1 1.33 2.684 0.669 0.277 0.972 0.693
14 (F) 2.86 0.563 6.029 1.691 2.679 0.8 0.33 0.976 0.7127 x 3 16 (F) 2.81 0.426 6.031 1.444 2.81 1.812 0.531 1.481 0.693
14 (F) 3.33 0.555 7.281 1.769 2.805 2.162 0.632 1.485 0.71212 (F) 5 1.056 11.437 2.914 2.789 3.294 0.957 1.497 0.771
8 x 2.5 16 (F) 2.81 0.42 7.834 1.625 3.1 1.149 0.394 1.179 0.69314 (F) 3.33 0.544 9.389 2.035 3.095 1.371 0.469 1.183 0.71212 (F) 5 1.073 13.951 3.403 3.081 2.093 0.711 1.193 0.771
8 x 2.75 16 (T) 3.01 0.483 8.635 1.849 3.141 1.762 0.53 1.411 0.94314 (T) 3.57 0.613 10.329 2.275 3.136 2.101 0.63 1.415 0.96212 (T) 5.35 1.215 15.334 3.834 3.12 3.198 0.954 1.425 1.021
8 x 3.5 16 (F) 3.21 0.429 8.815 1.642 3.221 2.69 0.687 1.688 0.69314 (F) 3.81 0.564 10.547 2.188 3.217 3.207 0.818 1.692 0.71212 (F) 5.71 1.033 16.877 3.447 3.202 4.879 1.237 1.704 0.771
12 x 3.5 14 (F) 4.76 0.608 28.156 3.466 4.59 2.073 0.786 1.217 0.83112 (F) 7.14 1.131 43.928 6.417 4.574 3.114 1.192 1.218 0.91610 (F) 9.18 1.776 56.136 8.986 4.56 4.007 1.545 1.218 0.989
13 x 2.125 14 (F) 4.28 0.566 27.039 3.461 4.632 0.575 0.334 0.676 0.70612 (F) 6.43 1.032 40.317 6.203 4.619 0.862 0.506 0.676 0.791
13 x 3 14 (F) 4.76 0.598 32.734 3.675 4.835 1.45 0.622 1.018 0.83112 (F) 7.14 1.175 48.793 7.235 4.82 2.176 0.943 1.018 0.91610 (F) 9.18 1.75 62.386 9.598 4.807 2.798 1.222 1.018 0.989
14 x 2.5 14 (F) 4.76 0.582 35.774 3.82 5.055 0.944 0.472 0.821 0.83112 (F) 7.14 1.14 53.354 7.622 5.041 1.414 0.715 0.821 0.91610 (F) 9.18 1.621 68.25 9.75 5.028 1.815 0.926 0.82 0.989
15 x 2.125 12 (F) 7.14 1.038 57.802 7.644 5.246 0.888 0.511 0.65 0.79115 x 2.25 10 (F) 9.18 1.491 74.348 9.913 5.247 1.213 0.66 0.67 0.73916 x 3.5 12 (F) 8.57 1.142 87.672 8.829 5.898 3.36 1.22 1.154 0.916
10 (F) 11.02 1.8 112.26 13.517 5.886 4.32 1.582 1.155 0.98917 x 3 12 (F) 8.57 1.185 94.134 9.687 6.112 2.32 0.961 0.959 0.916
10 (F) 11.02 1.77 120.57 14.185 6.1 2.98 1.245 0.96 0.98918 x 2.5 12 (F) 8.57 1.149 100.08 9.8 6.302 1.49 0.725 0.769 0.916
10 (F) 11.02 1.639 128.22 14.247 6.291 1.92 0.94 0.769 0.98919 x 2.125 12 (F) 8.57 1.045 105.79 9.338 6.479 0.93 0.517 0.607 0.79119 x 2.25 10 (F) 11.02 1.507 136.06 14.263 6.48 1.27 0.668 0.625 0.73920 x 4.5 12 (F) 10.71 1.212 168.94 11.49 7.397 6.66 1.859 1.454 0.916
10 (F) 13.77 1.768 218.57 17.157 7.386 8.58 2.411 1.456 0.989
AEP Span Cees and Zees Structural Sections
11
Eave Strut Section Properties
10 January 2005
Track Section Properties
Axis x-x Axis y-y
Section Ga Mfg. Wt Ae Ix Sx rx Iy Sy ryD x B Loc. (lbs/ft) in2 in4 in3 in in4 in3 in2 x 4.125 x 2 18 (F) 1.28 0.175 0.803 0.309 1.656 0.166 0.109 0.6652 x 6.125 x 2 18 (F) 1.6 0.179 2.106 0.514 2.343 0.187 0.115 0.6312 x 8.125 x 2 16 (F) 2.01 0.268 2.726 0.752 2.34 0.238 0.145 0.635
Notes:1. Materials conform to ASTM A653 Grade 50with (Fy = 55ksi minimum) with G60 Galvanizedor ASTM A570 Grade 55 (Fy = 55 ksi minimum)bare2. Values based on the American Iron and SteelInstitute (AISI) Cold Formed Steel Design Manual(1996 Edition).
3. Sx and Ae are effective section propertiesbased on f = Fy.4. Ix based on 1996 AISI Specifications fordeflection determination at allowable moment.5. Iy, Sy, ry & rx are full section properties.6. (F) - Fontana, (T) - Tacoma
Specifications subject to change without notice
Axis x-x Axis y-y
Section Gauge Mfg. Weight Ae Ix Sx rx Iy Sy ry LD x B Loc. (lbs/ft) in2 in4 in3 in in4 in3 in in4 x 1.625 18 (F) 1.28 0.291 0.918 0.454 1.562 0.145 0.134 0.621 0.656 x 1.625 18 (F) 1.6 0.296 2.406 0.794 2.263 0.166 0.14 0.594 0.658 x 1.625 16 (F) 2.408 0.407 6.046 1.511 2.922 0.225 0.18 0.563 0.68
Notes:1. Materials conform to ASTM A653 Grade 50with (Fy = 55ksi minimum) with G60 Galvanizedor ASTM A570 Grade 55 (Fy = 55 ksi minimum)bare.2. Values based on the American Iron and SteelInstitute (AISI) Cold Formed Steel Design Manual(1996 Edition).
3. Sx and Ae are effective section propertiesbased on f = Fy4. Ix based on 1996 AISI Specifications for deflec-tion determination at allowable moment.5. Iy, Sy, ry & rx are full section properties.6. (F) - Fontana, (T) - Tacoma
Specifications subject to change without notice
Stud Section Properties
Axis x-x Axis y-y
Section Gauge Mfg. Weight Ae Ix+ Sx+ Ix- Sx- rx Iy Sy ry LD x B1 x B2 Loc. (lbs/ft) in2 in4 in3 in4 in3 in in4 in3 in in8 x 4 x 4.5 14 (F) 4.28 0.685 13.279 2.535 12.995 2.676 3.327 3.236 1.059 1.602 1.0838 x 3.5 x 5 12 (F) 6.43 1.247 20.367 4.065 19.388 4.277 3.283 5.245 1.498 1.666 1.16810 x 4 x 4.5 14 (F) 4.76 0.689 22.176 3.215 21.716 3.361 4.055 3.486 1.09 1.578 1.08310 x 3.5 x 5 12 (F) 7.14 1.261 33.798 5.51 32.054 5.75 4.012 5.64 1.547 1.639 1.168
Notes:1. Materials conform to ASTM A653 Grade50 with (Fy = 55ksi minimum) with G60Galvanized or ASTM A570 Grade 55 (Fy = 55ksi minimum) bare.2. Values based on the American Iron andSteel Institute (AISI) Cold Formed Steel DesignManual (1996 Edition).3. Ae is the effective section property basedon f = Fy4. Sx+ is the effective section property basedon f = Fy (top in compression)
5. Sx- is the effective section property basedon f = Fy (bottom in compression)6. Ix+ based on 1996 AISI Specifications fordeflection determination at allowable moment(top in compression)7. Ix- based on 1996 AISI Specifications fordeflection determination at allowable moment(bottom in compression)8. Iy, Sy, ry & rx are full section properties.9. (F) - Fontana, (T) - Tacoma
Specifications subject to change withoutnotice
Section Gauges LocationD x B2 x 2 18, 16, 14 (F/T)2.25 x 1.75 16 (T)3 x 3 18, 16, 14 (F/T)3 x 5 18, 16, 14 (F)4 x 2 18, 16, 14 (F/T)4 x 4 18, 16, 14 (F)5 x 5 18, 16, 14 (F)
Angle Sizes
1. Materials conform to ASTM A653 Grade50 with (Fy = 55ksi minimum) with G60Galvanized or ASTM A570 Grade 55 (Fy =55 ksi minimum) bare.2. (F) - Fontana, (T) Tacoma3. Only 16 ga available in Tacoma
Specifications subject to change withoutnotice.
AEP Span Cees and Zees Structural Sections
11
Eave Strut Section Properties
10 January 2005
Track Section Properties
Axis x-x Axis y-y
Section Ga Mfg. Wt Ae Ix Sx rx Iy Sy ryD x B Loc. (lbs/ft) in2 in4 in3 in in4 in3 in2 x 4.125 x 2 18 (F) 1.28 0.175 0.803 0.309 1.656 0.166 0.109 0.6652 x 6.125 x 2 18 (F) 1.6 0.179 2.106 0.514 2.343 0.187 0.115 0.6312 x 8.125 x 2 16 (F) 2.01 0.268 2.726 0.752 2.34 0.238 0.145 0.635
Notes:1. Materials conform to ASTM A653 Grade 50with (Fy = 55ksi minimum) with G60 Galvanizedor ASTM A570 Grade 55 (Fy = 55 ksi minimum)bare2. Values based on the American Iron and SteelInstitute (AISI) Cold Formed Steel Design Manual(1996 Edition).
3. Sx and Ae are effective section propertiesbased on f = Fy.4. Ix based on 1996 AISI Specifications fordeflection determination at allowable moment.5. Iy, Sy, ry & rx are full section properties.6. (F) - Fontana, (T) - Tacoma
Specifications subject to change without notice
Axis x-x Axis y-y
Section Gauge Mfg. Weight Ae Ix Sx rx Iy Sy ry LD x B Loc. (lbs/ft) in2 in4 in3 in in4 in3 in in4 x 1.625 18 (F) 1.28 0.291 0.918 0.454 1.562 0.145 0.134 0.621 0.656 x 1.625 18 (F) 1.6 0.296 2.406 0.794 2.263 0.166 0.14 0.594 0.658 x 1.625 16 (F) 2.408 0.407 6.046 1.511 2.922 0.225 0.18 0.563 0.68
Notes:1. Materials conform to ASTM A653 Grade 50with (Fy = 55ksi minimum) with G60 Galvanizedor ASTM A570 Grade 55 (Fy = 55 ksi minimum)bare.2. Values based on the American Iron and SteelInstitute (AISI) Cold Formed Steel Design Manual(1996 Edition).
3. Sx and Ae are effective section propertiesbased on f = Fy4. Ix based on 1996 AISI Specifications for deflec-tion determination at allowable moment.5. Iy, Sy, ry & rx are full section properties.6. (F) - Fontana, (T) - Tacoma
Specifications subject to change without notice
Stud Section Properties
Axis x-x Axis y-y
Section Gauge Mfg. Weight Ae Ix+ Sx+ Ix- Sx- rx Iy Sy ry LD x B1 x B2 Loc. (lbs/ft) in2 in4 in3 in4 in3 in in4 in3 in in8 x 4 x 4.5 14 (F) 4.28 0.685 13.279 2.535 12.995 2.676 3.327 3.236 1.059 1.602 1.0838 x 3.5 x 5 12 (F) 6.43 1.247 20.367 4.065 19.388 4.277 3.283 5.245 1.498 1.666 1.16810 x 4 x 4.5 14 (F) 4.76 0.689 22.176 3.215 21.716 3.361 4.055 3.486 1.09 1.578 1.08310 x 3.5 x 5 12 (F) 7.14 1.261 33.798 5.51 32.054 5.75 4.012 5.64 1.547 1.639 1.168
Notes:1. Materials conform to ASTM A653 Grade50 with (Fy = 55ksi minimum) with G60Galvanized or ASTM A570 Grade 55 (Fy = 55ksi minimum) bare.2. Values based on the American Iron andSteel Institute (AISI) Cold Formed Steel DesignManual (1996 Edition).3. Ae is the effective section property basedon f = Fy4. Sx+ is the effective section property basedon f = Fy (top in compression)
5. Sx- is the effective section property basedon f = Fy (bottom in compression)6. Ix+ based on 1996 AISI Specifications fordeflection determination at allowable moment(top in compression)7. Ix- based on 1996 AISI Specifications fordeflection determination at allowable moment(bottom in compression)8. Iy, Sy, ry & rx are full section properties.9. (F) - Fontana, (T) - Tacoma
Specifications subject to change withoutnotice
Section Gauges LocationD x B2 x 2 18, 16, 14 (F/T)2.25 x 1.75 16 (T)3 x 3 18, 16, 14 (F/T)3 x 5 18, 16, 14 (F)4 x 2 18, 16, 14 (F/T)4 x 4 18, 16, 14 (F)5 x 5 18, 16, 14 (F)
Angle Sizes
1. Materials conform to ASTM A653 Grade50 with (Fy = 55ksi minimum) with G60Galvanized or ASTM A570 Grade 55 (Fy =55 ksi minimum) bare.2. (F) - Fontana, (T) Tacoma3. Only 16 ga available in Tacoma
Specifications subject to change withoutnotice.
AEP Span Cees and Zees Structural Sections
1312 January 2005
Simple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
5 x 2 C 5 x 2.125 C 6 x 2.25 C
18 GA 5 592 14 GA 7 473 16 GA 6 7256 411 8 362 8 4087 302 9 286 9 3228 231 10 232 10 2619 183 11 178 12 18110 148 12 137 14 12311 119 13 108 15 10012 92 14 86 16 8213 72 15 70 18 5814 58 16 58 20 42
16 GA 6 544 14 GA 8 5037 400 9 3988 306 10 3229 242 12 22410 196 14 14511 148 15 11812 114 16 9713 90 18 6814 72 20 5015 58 22 37
6 x 2.5 C 7 x 2 C 7 x 2.125 C
16 GA 6 717 16 GA 8 486 14 GA 8 5728 403 9 384 9 4529 319 10 311 10 36610 258 12 216 12 25412 179 14 159 14 18714 127 15 130 15 15515 104 16 107 16 12816 85 18 75 18 9018 60 20 55 20 6620 44 22 41 22 49
14 GA 8 4879 38510 31212 21714 15015 12216 10118 7120 5222 39
ceesSimple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
4 x 1.625 C 4 x 2.25 C 4 x 2.5 C
18 GA 4 624 18 GA 4 700 18 GA 4 7265 400 5 448 5 4656 277 6 311 6 3237 204 7 229 7 2378 156 8 175 8 1829 110 9 138 9 14310 80 10 101 10 10811 60 11 76 11 8112 47 12 59 12 6213 37 13 46 13 49
16 GA 5 599 16 GA 5 6026 416 6 4187 306 7 3078 234 8 2359 178 9 18610 130 10 13711 98 11 10312 75 12 7913 59 13 6214 47 14 50
14 GA 6 5077 3728 2859 22110 16111 12112 9313 7314 5915 48
cees
AEP Span Cees and Zees Structural Sections
1312 January 2005
Simple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
5 x 2 C 5 x 2.125 C 6 x 2.25 C
18 GA 5 592 14 GA 7 473 16 GA 6 7256 411 8 362 8 4087 302 9 286 9 3228 231 10 232 10 2619 183 11 178 12 18110 148 12 137 14 12311 119 13 108 15 10012 92 14 86 16 8213 72 15 70 18 5814 58 16 58 20 42
16 GA 6 544 14 GA 8 5037 400 9 3988 306 10 3229 242 12 22410 196 14 14511 148 15 11812 114 16 9713 90 18 6814 72 20 5015 58 22 37
6 x 2.5 C 7 x 2 C 7 x 2.125 C
16 GA 6 717 16 GA 8 486 14 GA 8 5728 403 9 384 9 4529 319 10 311 10 36610 258 12 216 12 25412 179 14 159 14 18714 127 15 130 15 15515 104 16 107 16 12816 85 18 75 18 9018 60 20 55 20 6620 44 22 41 22 49
14 GA 8 4879 38510 31212 21714 15015 12216 10118 7120 5222 39
ceesSimple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
4 x 1.625 C 4 x 2.25 C 4 x 2.5 C
18 GA 4 624 18 GA 4 700 18 GA 4 7265 400 5 448 5 4656 277 6 311 6 3237 204 7 229 7 2378 156 8 175 8 1829 110 9 138 9 14310 80 10 101 10 10811 60 11 76 11 8112 47 12 59 12 6213 37 13 46 13 49
16 GA 5 599 16 GA 5 6026 416 6 4187 306 7 3078 234 8 2359 178 9 18610 130 10 13711 98 11 10312 75 12 7913 59 13 6214 47 14 50
14 GA 6 5077 3728 2859 22110 16111 12112 9313 7314 5915 48
cees
AEP Span Cees and Zees Structural Sections
1514 January 2005
Simple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
8 x 3.5 C 9 x 2.25 C 9 x 3 C
16 GA 9 480 16 GA 9 542 16 GA 9 534
10 389 10 439 10 432
12 270 12 305 12 300
14 199 14 224 14 221
15 173 15 195 15 192
18 120 18 135 18 133
20 97 20 110 20 108
22 74 22 83 22 89
24 57 24 64 24 70
25 50 25 57 25 62
14 GA 10 504 14 GA 10 568 14 GA 10 571
12 350 12 394 12 397
14 257 14 290 14 291
15 224 15 252 15 254
18 156 18 175 18 176
20 118 20 131 20 143
22 89 22 99 22 111
24 68 24 76 24 86
25 60 25 67 25 76
28 43 28 48 28 54
12 GA 12 559 12 GA 12 603 12 GA 12 661
14 410 14 443 14 486
15 357 15 386 15 423
18 248 18 267 18 294
20 186 20 194 20 222
22 140 22 146 22 167
24 108 24 113 24 128
25 95 25 100 25 113
28 68 28 71 28 81
30 55 30 58 30 66
cee
ceesSimple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
7 x 3 C 8 x 2.5 C 8 x 2.75 C
16 GA 8 519 16 GA 8 593 16 GA 9 516
9 410 9 469 10 418
10 332 10 380 12 290
12 231 12 264 14 213
14 170 14 194 15 186
15 148 15 169 16 163
16 130 16 148 18 127
18 92 18 117 20 93
20 67 20 86 22 70
22 51 22 64 24 54
14 GA 9 500 14 GA 9 571 14 GA 10 524
10 405 10 463 12 364
12 281 12 321 14 267
14 207 14 236 15 233
15 180 15 206 16 205
16 158 16 181 18 152
18 113 18 139 20 111
20 82 20 101 22 83
22 62 22 76 24 64
24 48 24 59 25 57
12 GA 12 471 12 GA 12 524 12 GA 12 573
14 346 14 385 14 421
15 291 15 335 15 366
16 240 16 293 16 320
18 169 18 206 18 225
20 123 20 150 20 164
22 92 22 113 22 123
24 71 24 87 24 95
25 63 25 77 25 84
26 56 26 68 26 75
cees
AEP Span Cees and Zees Structural Sections
1514 January 2005
Simple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
8 x 3.5 C 9 x 2.25 C 9 x 3 C
16 GA 9 480 16 GA 9 542 16 GA 9 534
10 389 10 439 10 432
12 270 12 305 12 300
14 199 14 224 14 221
15 173 15 195 15 192
18 120 18 135 18 133
20 97 20 110 20 108
22 74 22 83 22 89
24 57 24 64 24 70
25 50 25 57 25 62
14 GA 10 504 14 GA 10 568 14 GA 10 571
12 350 12 394 12 397
14 257 14 290 14 291
15 224 15 252 15 254
18 156 18 175 18 176
20 118 20 131 20 143
22 89 22 99 22 111
24 68 24 76 24 86
25 60 25 67 25 76
28 43 28 48 28 54
12 GA 12 559 12 GA 12 603 12 GA 12 661
14 410 14 443 14 486
15 357 15 386 15 423
18 248 18 267 18 294
20 186 20 194 20 222
22 140 22 146 22 167
24 108 24 113 24 128
25 95 25 100 25 113
28 68 28 71 28 81
30 55 30 58 30 66
cee
ceesSimple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
7 x 3 C 8 x 2.5 C 8 x 2.75 C
16 GA 8 519 16 GA 8 593 16 GA 9 516
9 410 9 469 10 418
10 332 10 380 12 290
12 231 12 264 14 213
14 170 14 194 15 186
15 148 15 169 16 163
16 130 16 148 18 127
18 92 18 117 20 93
20 67 20 86 22 70
22 51 22 64 24 54
14 GA 9 500 14 GA 9 571 14 GA 10 524
10 405 10 463 12 364
12 281 12 321 14 267
14 207 14 236 15 233
15 180 15 206 16 205
16 158 16 181 18 152
18 113 18 139 20 111
20 82 20 101 22 83
22 62 22 76 24 64
24 48 24 59 25 57
12 GA 12 471 12 GA 12 524 12 GA 12 573
14 346 14 385 14 421
15 291 15 335 15 366
16 240 16 293 16 320
18 169 18 206 18 225
20 123 20 150 20 164
22 92 22 113 22 123
24 71 24 87 24 95
25 63 25 77 25 84
26 56 26 68 26 75
cees
AEP Span Cees and Zees Structural Sections
1716 January 2005
Simple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
10 x 3.5 C 10 x 4 C 11 x 3 C
14 GA 10 640 12 GA 15 513 14 GA 12 479
12 444 18 356 14 352
14 326 20 288 15 306
15 284 22 238 18 213
18 197 24 193 20 172
20 160 25 171 22 142
22 132 28 121 24 120
24 111 30 99 25 110
25 102 32 81 28 87
28 73 34 68 30 71
12 GA 15 485 12 GA 15 558
18 337 18 388
20 273 20 314
22 226 22 260
24 181 24 207
25 160 25 183
28 114 28 130
30 93 30 106
32 76 32 87
34 64 34 73
ceesSimple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
10 x 2.25 C 10 x 2.5 C 10 x 3.25 C
14 GA 10 654 16 GA 10 469 14 GA 12 499
12 454 12 325 14 366
14 334 14 239 15 319
15 291 15 208 18 222
18 202 18 145 20 180
20 164 20 117 22 148
22 127 22 97 24 119
24 98 24 81 25 105
25 87 25 75 28 75
28 62 28 53 30 61
14 GA 10 614 12 GA 15 540
12 426 18 375
14 313 20 304
15 273 22 231
18 189 24 178
20 153 25 157
22 127 28 112
24 100 30 91
25 88 32 75
28 63 34 63
12 GA 14 526
15 458
18 318
20 256
22 193
24 148
25 131
28 93
30 76
32 63
cees
cees
AEP Span Cees and Zees Structural Sections
1716 January 2005
Simple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
10 x 3.5 C 10 x 4 C 11 x 3 C
14 GA 10 640 12 GA 15 513 14 GA 12 479
12 444 18 356 14 352
14 326 20 288 15 306
15 284 22 238 18 213
18 197 24 193 20 172
20 160 25 171 22 142
22 132 28 121 24 120
24 111 30 99 25 110
25 102 32 81 28 87
28 73 34 68 30 71
12 GA 15 485 12 GA 15 558
18 337 18 388
20 273 20 314
22 226 22 260
24 181 24 207
25 160 25 183
28 114 28 130
30 93 30 106
32 76 32 87
34 64 34 73
ceesSimple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
10 x 2.25 C 10 x 2.5 C 10 x 3.25 C
14 GA 10 654 16 GA 10 469 14 GA 12 499
12 454 12 325 14 366
14 334 14 239 15 319
15 291 15 208 18 222
18 202 18 145 20 180
20 164 20 117 22 148
22 127 22 97 24 119
24 98 24 81 25 105
25 87 25 75 28 75
28 62 28 53 30 61
14 GA 10 614 12 GA 15 540
12 426 18 375
14 313 20 304
15 273 22 231
18 189 24 178
20 153 25 157
22 127 28 112
24 100 30 91
25 88 32 75
28 63 34 63
12 GA 14 526
15 458
18 318
20 256
22 193
24 148
25 131
28 93
30 76
32 63
cees
cees
AEP Span Cees and Zees Structural Sections
1918 January 2005
Simple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
13 x 2.125 C 13 x 3 C 14 x 2.5 C
14 GA 12 529 14 GA 12 561 14 GA 12 584
14 388 14 413 14 429
15 338 15 359 15 374
18 235 18 250 18 259
20 190 20 202 20 210
22 157 22 167 22 174
24 132 24 140 24 146
25 122 25 129 25 134
28 97 28 103 28 107
30 85 30 90 30 93
32 72 32 79 32 82
34 60 34 70 34 73
12 GA 15 607 12 GA 18 491 12 GA 18 518
18 421 20 398 20 419
20 341 22 329 22 346
22 282 24 276 24 291
24 237 25 255 25 268
25 218 28 195 28 213
28 161 30 158 30 173
30 131 32 130 32 143
32 108 34 109 34 119
34 90 35 100 35 109
35 82 38 78 38 85
38 64 40 67 40 73
15 x 2.125 C 16 x 3.5 C 17 x 3 C
12 GA 18 519 12 GA 20 486 12 GA 20 533
20 420 22 401 22 440
22 347 24 337 24 370
24 292 25 311 25 341
25 269 28 248 28 272
28 215 30 216 30 237
30 187 32 190 32 208
32 154 34 168 34 184
34 129 35 159 35 174
35 118 38 135 38 148
38 92 40 120 40 129
40 79 42 104 42 111
42 68 44 90 44 97
44 59 45 84 45 90
45 56 48 69 48 75
ceesSimple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD SECTION SPAN FT LOAD
LB/FT
12 x 2.25 C 12 x 2.5 C 12 x 3.5 C
14 GA 12 538 14 GA 12 504 14 GA 12 53014 396 14 370 14 38915 345 15 323 15 33918 239 18 224 18 23520 194 20 182 20 19122 160 22 150 22 15824 135 24 126 24 13225 124 25 116 25 12228 96 28 93 28 9730 78 30 79 30 8532 65 32 65 32 7434 54 34 55 34 63
12 GA 15 586 12 GA 15 595 12 GA 15 62718 407 18 413 18 43620 329 20 335 20 35322 272 22 277 22 29224 228 24 231 24 24525 201 25 205 25 22628 143 28 146 28 17530 117 30 118 30 14232 96 32 98 32 11734 80 34 81 34 9835 73 35 75 35 9038 57 38 58 38 70
cees
AEP Span Cees and Zees Structural Sections
1918 January 2005
Simple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
13 x 2.125 C 13 x 3 C 14 x 2.5 C
14 GA 12 529 14 GA 12 561 14 GA 12 584
14 388 14 413 14 429
15 338 15 359 15 374
18 235 18 250 18 259
20 190 20 202 20 210
22 157 22 167 22 174
24 132 24 140 24 146
25 122 25 129 25 134
28 97 28 103 28 107
30 85 30 90 30 93
32 72 32 79 32 82
34 60 34 70 34 73
12 GA 15 607 12 GA 18 491 12 GA 18 518
18 421 20 398 20 419
20 341 22 329 22 346
22 282 24 276 24 291
24 237 25 255 25 268
25 218 28 195 28 213
28 161 30 158 30 173
30 131 32 130 32 143
32 108 34 109 34 119
34 90 35 100 35 109
35 82 38 78 38 85
38 64 40 67 40 73
15 x 2.125 C 16 x 3.5 C 17 x 3 C
12 GA 18 519 12 GA 20 486 12 GA 20 533
20 420 22 401 22 440
22 347 24 337 24 370
24 292 25 311 25 341
25 269 28 248 28 272
28 215 30 216 30 237
30 187 32 190 32 208
32 154 34 168 34 184
34 129 35 159 35 174
35 118 38 135 38 148
38 92 40 120 40 129
40 79 42 104 42 111
42 68 44 90 44 97
44 59 45 84 45 90
45 56 48 69 48 75
ceesSimple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD SECTION SPAN FT LOAD
LB/FT
12 x 2.25 C 12 x 2.5 C 12 x 3.5 C
14 GA 12 538 14 GA 12 504 14 GA 12 53014 396 14 370 14 38915 345 15 323 15 33918 239 18 224 18 23520 194 20 182 20 19122 160 22 150 22 15824 135 24 126 24 13225 124 25 116 25 12228 96 28 93 28 9730 78 30 79 30 8532 65 32 65 32 7434 54 34 55 34 63
12 GA 15 586 12 GA 15 595 12 GA 15 62718 407 18 413 18 43620 329 20 335 20 35322 272 22 277 22 29224 228 24 231 24 24525 201 25 205 25 22628 143 28 146 28 17530 117 30 118 30 14232 96 32 98 32 11734 80 34 81 34 9835 73 35 75 35 9038 57 38 58 38 70
cees
AEP Span Cees and Zees Structural Sections
2120 January 2005
Double Span Load Tables for Cees
SECTION SPAN FT LOAD LB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
4 x 1.625 C 4 x 2.25 C 4 x 2.5 C
18 GA 4 624 18 GA 4 700 18 GA 4 726
5 400 5 448 5 465
6 277 6 311 6 323
7 204 7 229 7 237
8 156 8 175 8 182
9 123 9 138 9 143
10 100 10 112 10 116
11 83 11 93 11 96
12 69 12 78 12 81
13 59 13 66 13 69
16 GA 5 599 16 GA 5 602
6 416 6 418
7 306 7 307
8 234 8 235
9 185 9 186
10 150 10 150
11 124 11 124
12 104 12 105
13 89 13 89
14 76 14 77
14 GA 6 507
7 372
8 285
9 225
10 182
11 151
12 127
13 108
14 93
15 81
ceesSimple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT
18 x 2.5 C 19 x 2.125 C12 GA 22 445 12 GA 22 424
24 374 24 35725 345 25 32928 275 28 26230 240 30 22832 211 32 20134 187 34 17835 176 35 16838 149 38 14240 135 40 12842 118 42 11644 103 44 10645 96 45 10148 79 48 8450 70 50 74
cees
AEP Span Cees and Zees Structural Sections
2120 January 2005
Double Span Load Tables for Cees
SECTION SPAN FT LOAD LB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
4 x 1.625 C 4 x 2.25 C 4 x 2.5 C
18 GA 4 624 18 GA 4 700 18 GA 4 726
5 400 5 448 5 465
6 277 6 311 6 323
7 204 7 229 7 237
8 156 8 175 8 182
9 123 9 138 9 143
10 100 10 112 10 116
11 83 11 93 11 96
12 69 12 78 12 81
13 59 13 66 13 69
16 GA 5 599 16 GA 5 602
6 416 6 418
7 306 7 307
8 234 8 235
9 185 9 186
10 150 10 150
11 124 11 124
12 104 12 105
13 89 13 89
14 76 14 77
14 GA 6 507
7 372
8 285
9 225
10 182
11 151
12 127
13 108
14 93
15 81
ceesSimple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT
18 x 2.5 C 19 x 2.125 C12 GA 22 445 12 GA 22 424
24 374 24 35725 345 25 32928 275 28 26230 240 30 22832 211 32 20134 187 34 17835 176 35 16838 149 38 14240 135 40 12842 118 42 11644 103 44 10645 96 45 10148 79 48 8450 70 50 74
cees
AEP Span Cees and Zees Structural Sections
2322 January 2005
Double Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
6 x 2.5 C 7 x 2 C 7 x 2.125 C
16 GA 6 717 16 GA 8 486 14 GA 8 5728 403 9 384 9 4529 319 10 311 10 36610 258 12 216 12 25412 179 14 159 14 18714 132 15 138 15 16315 115 16 122 16 14316 101 18 96 18 11318 80 20 78 20 9220 65 22 64 22 76
14 GA 8 4879 38510 31212 21714 15915 13916 12218 9620 7822 64
ceesDouble Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
5 x 2 C 5 x 2.125 C 6 x 2.25 C
18 GA 5 592 14 GA 7 473 16 GA 6 725
6 411 8 362 8 408
7 302 9 286 9 322
8 231 10 232 10 261
9 183 11 192 12 181
10 148 12 161 14 133
11 122 13 137 15 116
12 103 14 118 16 102
13 88 15 103 18 81
14 76 16 91 20 65
16 GA 6 544 14 GA 8 503
7 400 9 398
8 306 10 322
9 242 12 224
10 196 14 164
11 162 15 143
12 136 16 126
13 116 18 99
14 100 20 81
15 87 22 67
cees
AEP Span Cees and Zees Structural Sections
2322 January 2005
Double Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
6 x 2.5 C 7 x 2 C 7 x 2.125 C
16 GA 6 717 16 GA 8 486 14 GA 8 5728 403 9 384 9 4529 319 10 311 10 36610 258 12 216 12 25412 179 14 159 14 18714 132 15 138 15 16315 115 16 122 16 14316 101 18 96 18 11318 80 20 78 20 9220 65 22 64 22 76
14 GA 8 4879 38510 31212 21714 15915 13916 12218 9620 7822 64
ceesDouble Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
5 x 2 C 5 x 2.125 C 6 x 2.25 C
18 GA 5 592 14 GA 7 473 16 GA 6 725
6 411 8 362 8 408
7 302 9 286 9 322
8 231 10 232 10 261
9 183 11 192 12 181
10 148 12 161 14 133
11 122 13 137 15 116
12 103 14 118 16 102
13 88 15 103 18 81
14 76 16 91 20 65
16 GA 6 544 14 GA 8 503
7 400 9 398
8 306 10 322
9 242 12 224
10 196 14 164
11 162 15 143
12 136 16 126
13 116 18 99
14 100 20 81
15 87 22 67
cees
AEP Span Cees and Zees Structural Sections
2524 January 2005
Double Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
8 x 3.5 C 9 x 2.25 C 9 x 3 C
16 GA 9 480 16 GA 9 542 16 GA 9 534
10 389 10 439 10 432
12 270 12 305 12 300
14 199 14 224 14 221
15 173 15 195 15 192
18 120 18 135 18 133
20 97 20 110 20 108
22 80 22 91 22 89
24 68 24 76 24 75
25 62 25 70 25 69
14 GA 10 504 14 GA 10 568 14 GA 10 571
12 350 12 394 12 397
14 257 14 290 14 291
15 224 15 252 15 254
16 197 16 222 16 223
18 156 18 175 18 176
20 126 20 142 20 143
22 104 22 117 22 118
24 88 24 99 24 99
25 81 25 91 25 91
12 GA 10 804 12 GA 10 869 12 GA 10 952
12 559 12 603 12 661
14 410 14 443 14 486
15 357 15 386 15 423
16 314 16 339 16 372
18 248 18 268 18 294
20 201 20 217 20 238
22 166 22 179 22 197
24 140 24 151 24 165
25 129 25 139 25 152
ceesDouble Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
7 x 3 C 8 x 2.5 C 8 x 2.75 C
16 GA 8 519 16 GA 8 593 16 GA 9 516
9 410 9 469 10 418
10 332 10 380 12 290
12 231 12 264 14 213
14 170 14 194 15 186
15 148 15 169 16 163
16 130 16 148 18 129
18 103 18 117 20 105
20 83 20 95 22 86
22 69 22 78 24 73
14 GA 9 500 14 GA 9 571 14 GA 10 524
10 405 10 463 12 364
12 281 12 321 14 267
14 207 14 236 15 233
15 180 15 206 16 205
16 158 16 181 18 162
18 125 18 143 20 131
20 101 20 116 22 108
22 84 22 96 24 91
24 70 24 80 25 84
12 GA 10 678 12 GA 10 754 12 GA 10 825
12 471 12 524 12 573
14 346 14 385 14 421
15 302 15 335 15 366
16 265 16 295 16 322
18 209 18 233 18 254
20 170 20 189 20 206
22 140 22 156 22 170
24 118 24 131 24 143
25 109 25 121 25 132
cees
AEP Span Cees and Zees Structural Sections
2524 January 2005
Double Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
8 x 3.5 C 9 x 2.25 C 9 x 3 C
16 GA 9 480 16 GA 9 542 16 GA 9 534
10 389 10 439 10 432
12 270 12 305 12 300
14 199 14 224 14 221
15 173 15 195 15 192
18 120 18 135 18 133
20 97 20 110 20 108
22 80 22 91 22 89
24 68 24 76 24 75
25 62 25 70 25 69
14 GA 10 504 14 GA 10 568 14 GA 10 571
12 350 12 394 12 397
14 257 14 290 14 291
15 224 15 252 15 254
16 197 16 222 16 223
18 156 18 175 18 176
20 126 20 142 20 143
22 104 22 117 22 118
24 88 24 99 24 99
25 81 25 91 25 91
12 GA 10 804 12 GA 10 869 12 GA 10 952
12 559 12 603 12 661
14 410 14 443 14 486
15 357 15 386 15 423
16 314 16 339 16 372
18 248 18 268 18 294
20 201 20 217 20 238
22 166 22 179 22 197
24 140 24 151 24 165
25 129 25 139 25 152
ceesDouble Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
7 x 3 C 8 x 2.5 C 8 x 2.75 C
16 GA 8 519 16 GA 8 593 16 GA 9 516
9 410 9 469 10 418
10 332 10 380 12 290
12 231 12 264 14 213
14 170 14 194 15 186
15 148 15 169 16 163
16 130 16 148 18 129
18 103 18 117 20 105
20 83 20 95 22 86
22 69 22 78 24 73
14 GA 9 500 14 GA 9 571 14 GA 10 524
10 405 10 463 12 364
12 281 12 321 14 267
14 207 14 236 15 233
15 180 15 206 16 205
16 158 16 181 18 162
18 125 18 143 20 131
20 101 20 116 22 108
22 84 22 96 24 91
24 70 24 80 25 84
12 GA 10 678 12 GA 10 754 12 GA 10 825
12 471 12 524 12 573
14 346 14 385 14 421
15 302 15 335 15 366
16 265 16 295 16 322
18 209 18 233 18 254
20 170 20 189 20 206
22 140 22 156 22 170
24 118 24 131 24 143
25 109 25 121 25 132
cees
AEP Span Cees and Zees Structural Sections
2726 January 2005
Double Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN LOAD
LB/FT SECTION SPAN FT LOADLB/FT
10 x 3.5 C 10 x 4 C 11 x 3 C
14 GA 10 640 12 GA 10 1153 14 GA 10 689
12 444 12 801 12 479
14 326 14 588 14 352
15 284 15 513 15 306
16 250 16 450 16 269
18 197 18 356 18 213
20 160 20 288 20 172
22 132 22 238 22 142
24 111 24 200 24 120
25 102 25 185 25 110
12 GA 10 1092 12 GA 10 1256
12 758 12 872
14 557 14 641
15 485 15 558
16 427 16 491
18 337 18 388
20 273 20 314
22 226 22 260
24 190 24 218
25 175 25 201
ceesDouble Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
10 x 2.25 C 10 x 2.5 C 10 x 3.25 C
14 GA 10 654 16 GA 10 469 14 GA 10 718
12 454 12 325 12 499
14 334 14 239 14 366
15 291 15 208 15 319
16 256 16 183 16 281
18 202 18 145 18 222
20 164 20 117 20 180
22 135 22 97 22 148
24 114 24 81 24 125
25 105 25 75 25 115
14 GA 10 614 12 GA 10 1216
12 426 12 844
14 313 14 620
15 273 15 540
16 240 16 475
18 189 18 375
20 153 20 304
22 127 22 251
24 107 24 211
25 98 25 195
12 GA 10 1031
12 716
14 526
15 458
16 403
18 318
20 258
22 213
24 179
25 165
cees
AEP Span Cees and Zees Structural Sections
2726 January 2005
Double Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN LOAD
LB/FT SECTION SPAN FT LOADLB/FT
10 x 3.5 C 10 x 4 C 11 x 3 C
14 GA 10 640 12 GA 10 1153 14 GA 10 689
12 444 12 801 12 479
14 326 14 588 14 352
15 284 15 513 15 306
16 250 16 450 16 269
18 197 18 356 18 213
20 160 20 288 20 172
22 132 22 238 22 142
24 111 24 200 24 120
25 102 25 185 25 110
12 GA 10 1092 12 GA 10 1256
12 758 12 872
14 557 14 641
15 485 15 558
16 427 16 491
18 337 18 388
20 273 20 314
22 226 22 260
24 190 24 218
25 175 25 201
ceesDouble Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
10 x 2.25 C 10 x 2.5 C 10 x 3.25 C
14 GA 10 654 16 GA 10 469 14 GA 10 718
12 454 12 325 12 499
14 334 14 239 14 366
15 291 15 208 15 319
16 256 16 183 16 281
18 202 18 145 18 222
20 164 20 117 20 180
22 135 22 97 22 148
24 114 24 81 24 125
25 105 25 75 25 115
14 GA 10 614 12 GA 10 1216
12 426 12 844
14 313 14 620
15 273 15 540
16 240 16 475
18 189 18 375
20 153 20 304
22 127 22 251
24 107 24 211
25 98 25 195
12 GA 10 1031
12 716
14 526
15 458
16 403
18 318
20 258
22 213
24 179
25 165
cees
AEP Span Cees and Zees Structural Sections
2928 January 2005
Double Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
15 x 2.125 C 16 x 3.5 C 17 x 3 C
12 GA 10 1682 12 GA 10 1942 12 GA 10 213112 1168 12 1349 12 148014 858 14 991 14 108715 747 15 863 15 94716 657 16 759 16 83218 519 18 600 18 65820 420 20 486 20 53322 347 22 401 22 44024 292 24 337 24 37025 269 25 311 25 341
18 x 2.5 C 19 x 2.125 C
12 GA 10 2156 12 GA 10 2054
12 1497 12 1427
14 1100 14 1048
15 958 15 913
16 842 16 802
18 665 18 634
20 539 20 514
22 445 22 424
24 374 24 357
25 345 25 329
ceesDouble Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
12 x 2.25 C 12 x 2.5 C 12 x 3.5 C
14 GA 10 775 14 GA 10 726 14 GA 10 76312 538 12 504 12 53014 396 14 370 14 38915 345 15 323 15 33916 303 16 284 16 29818 239 18 224 18 23520 194 20 182 20 19122 160 22 150 22 15824 135 24 126 24 13225 124 25 116 25 122
12 GA 10 1318 12 GA 10 1338 12 GA 10 141212 915 12 929 12 98014 672 14 683 14 72015 586 15 595 15 62716 515 16 523 16 55118 407 18 413 18 43620 329 20 335 20 35322 272 22 277 22 29224 229 24 232 24 24525 211 25 214 25 226
13 x 2.125 C 13 x 3 C 14 x 2.5 C14 GA 10 761 14 GA 10 809 14 GA 10 840
12 529 12 561 12 58414 388 14 413 14 42915 338 15 359 15 37416 297 16 316 16 32818 235 18 250 18 25920 190 20 202 20 21022 157 22 167 22 17424 132 24 140 24 14625 122 25 129 25 134
12 GA 10 1365 12 GA 10 1592 12 GA 10 167712 948 12 1105 12 116414 696 14 812 14 85615 607 15 707 15 74516 533 16 622 16 65518 421 18 491 18 51820 341 20 398 20 41922 282 22 329 22 34624 237 24 276 24 29125 218 25 255 25 268
cees
AEP Span Cees and Zees Structural Sections
2928 January 2005
Double Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
15 x 2.125 C 16 x 3.5 C 17 x 3 C
12 GA 10 1682 12 GA 10 1942 12 GA 10 213112 1168 12 1349 12 148014 858 14 991 14 108715 747 15 863 15 94716 657 16 759 16 83218 519 18 600 18 65820 420 20 486 20 53322 347 22 401 22 44024 292 24 337 24 37025 269 25 311 25 341
18 x 2.5 C 19 x 2.125 C
12 GA 10 2156 12 GA 10 2054
12 1497 12 1427
14 1100 14 1048
15 958 15 913
16 842 16 802
18 665 18 634
20 539 20 514
22 445 22 424
24 374 24 357
25 345 25 329
ceesDouble Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
12 x 2.25 C 12 x 2.5 C 12 x 3.5 C
14 GA 10 775 14 GA 10 726 14 GA 10 76312 538 12 504 12 53014 396 14 370 14 38915 345 15 323 15 33916 303 16 284 16 29818 239 18 224 18 23520 194 20 182 20 19122 160 22 150 22 15824 135 24 126 24 13225 124 25 116 25 122
12 GA 10 1318 12 GA 10 1338 12 GA 10 141212 915 12 929 12 98014 672 14 683 14 72015 586 15 595 15 62716 515 16 523 16 55118 407 18 413 18 43620 329 20 335 20 35322 272 22 277 22 29224 229 24 232 24 24525 211 25 214 25 226
13 x 2.125 C 13 x 3 C 14 x 2.5 C14 GA 10 761 14 GA 10 809 14 GA 10 840
12 529 12 561 12 58414 388 14 413 14 42915 338 15 359 15 37416 297 16 316 16 32818 235 18 250 18 25920 190 20 202 20 21022 157 22 167 22 17424 132 24 140 24 14625 122 25 129 25 134
12 GA 10 1365 12 GA 10 1592 12 GA 10 167712 948 12 1105 12 116414 696 14 812 14 85615 607 15 707 15 74516 533 16 622 16 65518 421 18 491 18 51820 341 20 398 20 41922 282 22 329 22 34624 237 24 276 24 29125 218 25 255 25 268
cees
AEP Span Cees and Zees Structural Sections
3130 January 2005
Triple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
5 x 2 C 5 x 2.125 C 6 x 2.25 C
18 GA 5 740 14 GA 7 592 16 GA 7 666
6 514 8 453 8 510
7 378 9 358 9 403
8 289 10 290 10 326
9 228 11 240 11 270
10 185 12 201 12 226
11 153 13 172 13 193
12 129 14 148 14 166
13 110 15 129 15 145
14 94 16 109 16 127
16 GA 6 680 14 GA 7 822
7 499 8 629
8 382 9 497
9 302 10 403
10 245 11 333
11 202 12 280
12 170 13 238
13 145 14 205
14 125 15 179
15 109 16 157
ceesTriple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
4 x 1.625 C 4 x 2.25 C 4 x 2.5 C
18 GA 4 780 18 GA 4 875 18 GA 4 908
5 499 5 560 5 581
6 347 6 389 6 403
7 255 7 286 7 296
8 195 8 219 8 227
9 154 9 173 9 179
10 125 10 140 10 145
11 103 11 116 11 120
12 87 12 97 12 101
13 69 13 83 13 86
16 GA 5 749 16 GA 5 752
6 520 6 523
7 382 7 384
8 293 8 294
9 231 9 232
10 187 10 188
11 155 11 155
12 130 12 131
13 111 13 111
14 89 14 94
14 GA 6 633
7 465
8 356
9 281
10 228
11 188
12 158
13 135
14 111
15 90
cees
AEP Span Cees and Zees Structural Sections
3130 January 2005
Triple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
5 x 2 C 5 x 2.125 C 6 x 2.25 C
18 GA 5 740 14 GA 7 592 16 GA 7 666
6 514 8 453 8 510
7 378 9 358 9 403
8 289 10 290 10 326
9 228 11 240 11 270
10 185 12 201 12 226
11 153 13 172 13 193
12 129 14 148 14 166
13 110 15 129 15 145
14 94 16 109 16 127
16 GA 6 680 14 GA 7 822
7 499 8 629
8 382 9 497
9 302 10 403
10 245 11 333
11 202 12 280
12 170 13 238
13 145 14 205
14 125 15 179
15 109 16 157
ceesTriple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
4 x 1.625 C 4 x 2.25 C 4 x 2.5 C
18 GA 4 780 18 GA 4 875 18 GA 4 908
5 499 5 560 5 581
6 347 6 389 6 403
7 255 7 286 7 296
8 195 8 219 8 227
9 154 9 173 9 179
10 125 10 140 10 145
11 103 11 116 11 120
12 87 12 97 12 101
13 69 13 83 13 86
16 GA 5 749 16 GA 5 752
6 520 6 523
7 382 7 384
8 293 8 294
9 231 9 232
10 187 10 188
11 155 11 155
12 130 12 131
13 111 13 111
14 89 14 94
14 GA 6 633
7 465
8 356
9 281
10 228
11 188
12 158
13 135
14 111
15 90
cees
AEP Span Cees and Zees Structural Sections
3332 January 2005
Triple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
7 x 3 C 8 x 2.5 C 8 x 2.75 C
16 GA 7 848 16 GA 7 968 16 GA 7 1066
8 649 8 741 8 816
9 513 9 586 9 645
10 416 10 474 10 523
11 343 11 392 11 432
12 289 12 329 12 363
13 246 13 281 13 309
14 212 14 242 14 267
15 185 15 211 15 232
16 162 16 185 16 204
14 GA 7 1033 14 GA 7 1181 14 GA 7 1336
8 791 8 904 8 1023
9 625 9 714 9 808
10 506 10 579 10 655
11 418 11 478 11 541
12 352 12 402 12 455
13 300 13 342 13 387
14 258 14 295 14 334
15 225 15 257 15 291
16 198 16 226 16 256
12 GA 7 1731 12 GA 7 1924 12 GA 7 2103
8 1325 8 1473 8 1610
9 1047 9 1164 9 1272
10 848 10 943 10 1031
11 701 11 779 11 852
12 589 12 655 12 716
13 502 13 558 13 610
14 433 14 481 14 526
15 377 15 419 15 458
16 331 16 368 16 403
ceesTriple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
6 x 2.5 C 7 x 2 C 7 x 2.125 C
16 GA 7 658 16 GA 7 794 14 GA 7 9348 504 8 608 8 7159 398 9 480 9 56510 323 10 389 10 45811 267 11 321 11 37812 224 12 270 12 31813 191 13 230 13 27114 165 14 198 14 23415 143 15 173 15 20416 126 16 152 16 179
14 GA 7 7968 6099 48110 39011 32212 27113 23114 19915 17316 152
cees
AEP Span Cees and Zees Structural Sections
3332 January 2005
Triple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
7 x 3 C 8 x 2.5 C 8 x 2.75 C
16 GA 7 848 16 GA 7 968 16 GA 7 1066
8 649 8 741 8 816
9 513 9 586 9 645
10 416 10 474 10 523
11 343 11 392 11 432
12 289 12 329 12 363
13 246 13 281 13 309
14 212 14 242 14 267
15 185 15 211 15 232
16 162 16 185 16 204
14 GA 7 1033 14 GA 7 1181 14 GA 7 1336
8 791 8 904 8 1023
9 625 9 714 9 808
10 506 10 579 10 655
11 418 11 478 11 541
12 352 12 402 12 455
13 300 13 342 13 387
14 258 14 295 14 334
15 225 15 257 15 291
16 198 16 226 16 256
12 GA 7 1731 12 GA 7 1924 12 GA 7 2103
8 1325 8 1473 8 1610
9 1047 9 1164 9 1272
10 848 10 943 10 1031
11 701 11 779 11 852
12 589 12 655 12 716
13 502 13 558 13 610
14 433 14 481 14 526
15 377 15 419 15 458
16 331 16 368 16 403
ceesTriple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
6 x 2.5 C 7 x 2 C 7 x 2.125 C
16 GA 7 658 16 GA 7 794 14 GA 7 9348 504 8 608 8 7159 398 9 480 9 56510 323 10 389 10 45811 267 11 321 11 37812 224 12 270 12 31813 191 13 230 13 27114 165 14 198 14 23415 143 15 173 15 20416 126 16 152 16 179
14 GA 7 7968 6099 48110 39011 32212 27113 23114 19915 17316 152
cees
AEP Span Cees and Zees Structural Sections
3534 January 2005
Simple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
4 x 1.625 Z 4 x 2.25 Z 4 x 2.5 Z
18 GA 4 589 18 GA 4 719 18 GA 4 6895 377 5 460 5 4416 262 6 320 6 3067 192 7 235 7 225
8 147 8 180 8 172
9 114 9 142 9 13610 83 10 105 10 10711 62 11 79 11 8112 48 12 61 12 6213 38 13 48 13 49
16 GA 5 624 16 GA 5 5776 433 6 4017 318 7 2958 244 8 2269 186 9 17810 136 10 14011 102 11 10512 79 12 8113 62 13 6414 49 14 51
14 GA 6 4907 3608 2769 21810 16611 12512 9613 7614 6115 49
zeesTriple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
8 x 3.5 C 9 x 2.25 C 9 x 3 C
16 GA 6 1351 16 GA 7 1120 16 GA 7 11037 993 8 857 8 8448 760 9 677 9 6679 601 10 549 10 54010 486 11 453 11 44711 402 12 381 12 37512 338 13 325 13 32014 248 14 280 14 27615 216 15 244 15 24016 190 16 214 16 211
14 GA 6 1750 14 GA 7 1449 14 GA 7 14577 1286 8 1109 8 11158 984 9 876 9 8819 778 10 710 10 71410 630 11 587 11 59011 521 12 493 12 49612 438 13 420 13 42214 321 14 362 14 36415 280 15 315 15 31716 246 16 277 16 279
12 GA 6 2793 12 GA 7 2216 12 GA 7 24287 2052 8 1696 8 18598 1571 9 1340 9 14699 1241 10 1086 10 119010 1005 11 897 11 98311 831 12 754 12 82612 698 13 642 13 70414 513 14 554 14 60715 447 15 483 15 52916 393 16 424 16 465
cees
AEP Span Cees and Zees Structural Sections
3534 January 2005
Simple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
4 x 1.625 Z 4 x 2.25 Z 4 x 2.5 Z
18 GA 4 589 18 GA 4 719 18 GA 4 6895 377 5 460 5 4416 262 6 320 6 3067 192 7 235 7 225
8 147 8 180 8 172
9 114 9 142 9 13610 83 10 105 10 10711 62 11 79 11 8112 48 12 61 12 6213 38 13 48 13 49
16 GA 5 624 16 GA 5 5776 433 6 4017 318 7 2958 244 8 2269 186 9 17810 136 10 14011 102 11 10512 79 12 8113 62 13 6414 49 14 51
14 GA 6 4907 3608 2769 21810 16611 12512 9613 7614 6115 49
zeesTriple Span Load Tables for Cees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
8 x 3.5 C 9 x 2.25 C 9 x 3 C
16 GA 6 1351 16 GA 7 1120 16 GA 7 11037 993 8 857 8 8448 760 9 677 9 6679 601 10 549 10 54010 486 11 453 11 44711 402 12 381 12 37512 338 13 325 13 32014 248 14 280 14 27615 216 15 244 15 24016 190 16 214 16 211
14 GA 6 1750 14 GA 7 1449 14 GA 7 14577 1286 8 1109 8 11158 984 9 876 9 8819 778 10 710 10 71410 630 11 587 11 59011 521 12 493 12 49612 438 13 420 13 42214 321 14 362 14 36415 280 15 315 15 31716 246 16 277 16 279
12 GA 6 2793 12 GA 7 2216 12 GA 7 24287 2052 8 1696 8 18598 1571 9 1340 9 14699 1241 10 1086 10 119010 1005 11 897 11 98311 831 12 754 12 82612 698 13 642 13 70414 513 14 554 14 60715 447 15 483 15 52916 393 16 424 16 465
cees
AEP Span Cees and Zees Structural Sections
3736 January 2005
Simple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
7 x 2 Z 7 x 3 Z 8 x 2.5 Z
16 GA 8 457 16 GA 8 496 16 GA 8 5599 361 9 392 9 44110 293 10 318 10 35812 203 12 221 12 24814 149 14 162 14 18215 130 15 141 15 15916 109 16 124 16 14018 77 18 91 18 11020 56 20 66 20 8622 42 22 50 22 64
14 GA 8 581 14 GA 8 608 14 GA 9 5539 459 9 480 10 44810 372 10 389 12 31112 258 12 270 14 22814 190 14 199 15 19915 156 15 173 16 17516 129 16 152 18 13818 91 18 109 20 10320 66 20 80 22 7722 50 22 60 24 59
12 GA 10 641 12 GA 12 52012 445 14 38214 327 15 33315 285 16 29216 244 18 20918 172 20 15320 125 22 11522 94 24 8824 72 25 7825 64 26 69
zeesSimple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
5 x 2 Z 6 x 2.25 Z 6 x 2.5 Z
18 GA 5 567 16 GA 6 743 16 GA 6 6886 394 8 418 8 3877 289 9 330 9 3068 221 10 268 10 2489 175 12 186 12 17210 142 14 126 14 12611 117 15 103 15 10412 94 16 85 16 8613 74 18 59 18 6014 59 20 43 20 44
16 GA 6 513 14 GA 8 4717 377 9 3728 288 10 3019 228 12 20910 185 14 15311 152 15 12512 117 16 10313 92 18 7214 74 20 5315 60 22 40
14 GA 7 4828 3699 29210 23611 18012 13913 10914 8715 7116 58
zees
AEP Span Cees and Zees Structural Sections
3736 January 2005
Simple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
7 x 2 Z 7 x 3 Z 8 x 2.5 Z
16 GA 8 457 16 GA 8 496 16 GA 8 5599 361 9 392 9 44110 293 10 318 10 35812 203 12 221 12 24814 149 14 162 14 18215 130 15 141 15 15916 109 16 124 16 14018 77 18 91 18 11020 56 20 66 20 8622 42 22 50 22 64
14 GA 8 581 14 GA 8 608 14 GA 9 5539 459 9 480 10 44810 372 10 389 12 31112 258 12 270 14 22814 190 14 199 15 19915 156 15 173 16 17516 129 16 152 18 13818 91 18 109 20 10320 66 20 80 22 7722 50 22 60 24 59
12 GA 10 641 12 GA 12 52012 445 14 38214 327 15 33315 285 16 29216 244 18 20918 172 20 15320 125 22 11522 94 24 8824 72 25 7825 64 26 69
zeesSimple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
5 x 2 Z 6 x 2.25 Z 6 x 2.5 Z
18 GA 5 567 16 GA 6 743 16 GA 6 6886 394 8 418 8 3877 289 9 330 9 3068 221 10 268 10 2489 175 12 186 12 17210 142 14 126 14 12611 117 15 103 15 10412 94 16 85 16 8613 74 18 59 18 6014 59 20 43 20 44
16 GA 6 513 14 GA 8 4717 377 9 3728 288 10 3019 228 12 20910 185 14 15311 152 15 12512 117 16 10313 92 18 7214 74 20 5315 60 22 40
14 GA 7 4828 3699 29210 23611 18012 13913 10914 8715 7116 58
zees
AEP Span Cees and Zees Structural Sections
3938 January 2005
Simple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
9 x 3 Z 10 x 2.25 Z 10 x 2.5 Z
16 GA 9 501 14 GA 10 667 16 GA 9 54510 406 12 463 10 44212 282 14 340 12 30714 207 15 296 14 22515 180 18 206 15 19618 125 20 167 18 13620 101 22 129 20 11022 84 24 100 22 9124 69 25 88 24 7725 61 28 63 25 71
14 GA 10 540 14 GA 10 58412 375 12 40514 276 14 29815 240 15 26018 167 18 18020 135 20 14622 108 22 12124 83 24 10125 73 25 8928 52 28 64
12 GA 14 460 12 GA 14 52015 400 15 45318 278 18 31520 225 20 25522 169 22 19524 130 24 15025 115 25 13328 82 28 9530 67 30 7732 55 32 63
zeesSimple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
8 x 2.75 Z 8 x 3.5 Z 9 x 2.25 Z
16 GA 9 502 16 GA 9 446 16 GA 9 549
10 407 10 361 10 445
12 282 12 251 12 309
14 208 14 184 14 227
15 181 15 161 15 198
16 159 16 141 16 174
18 126 18 111 18 137
20 94 20 90 20 111
22 71 22 72 22 85
24 55 24 56 24 65
14 GA 10 501 14 GA 10 481 14 GA 10 580
12 348 12 334 12 403
14 255 14 246 14 296
15 222 15 214 15 258
16 196 16 188 16 226
18 154 18 149 18 179
20 113 20 115 20 134
22 85 22 87 22 100
24 65 24 67 24 77
25 58 25 59 25 68
12 GA 12 586 12 GA 12 527 12 GA 12 617
14 430 14 387 14 453
15 375 15 337 15 395
18 230 18 234 18 273
20 168 20 185 20 199
22 126 22 139 22 149
24 97 24 107 24 115
25 86 25 95 25 102
28 61 28 67 28 72
30 50 30 55 30 59
zees
AEP Span Cees and Zees Structural Sections
3938 January 2005
Simple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
9 x 3 Z 10 x 2.25 Z 10 x 2.5 Z
16 GA 9 501 14 GA 10 667 16 GA 9 54510 406 12 463 10 44212 282 14 340 12 30714 207 15 296 14 22515 180 18 206 15 19618 125 20 167 18 13620 101 22 129 20 11022 84 24 100 22 9124 69 25 88 24 7725 61 28 63 25 71
14 GA 10 540 14 GA 10 58412 375 12 40514 276 14 29815 240 15 26018 167 18 18020 135 20 14622 108 22 12124 83 24 10125 73 25 8928 52 28 64
12 GA 14 460 12 GA 14 52015 400 15 45318 278 18 31520 225 20 25522 169 22 19524 130 24 15025 115 25 13328 82 28 9530 67 30 7732 55 32 63
zeesSimple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
8 x 2.75 Z 8 x 3.5 Z 9 x 2.25 Z
16 GA 9 502 16 GA 9 446 16 GA 9 549
10 407 10 361 10 445
12 282 12 251 12 309
14 208 14 184 14 227
15 181 15 161 15 198
16 159 16 141 16 174
18 126 18 111 18 137
20 94 20 90 20 111
22 71 22 72 22 85
24 55 24 56 24 65
14 GA 10 501 14 GA 10 481 14 GA 10 580
12 348 12 334 12 403
14 255 14 246 14 296
15 222 15 214 15 258
16 196 16 188 16 226
18 154 18 149 18 179
20 113 20 115 20 134
22 85 22 87 22 100
24 65 24 67 24 77
25 58 25 59 25 68
12 GA 12 586 12 GA 12 527 12 GA 12 617
14 430 14 387 14 453
15 375 15 337 15 395
18 230 18 234 18 273
20 168 20 185 20 199
22 126 22 139 22 149
24 97 24 107 24 115
25 86 25 95 25 102
28 61 28 67 28 72
30 50 30 55 30 59
zees
AEP Span Cees and Zees Structural Sections
4140 January 2005
Simple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
11 x 3 Z 12 x 2.25 Z 12 x 2.5 Z
14 GA 10 653 14 GA 12 547 14 GA 12 480
12 453 14 402 14 353
14 333 15 350 15 307
15 290 18 243 18 213
18 202 20 197 20 173
20 163 22 163 22 143
22 135 24 137 24 120
24 113 25 126 25 111
25 104 28 98 28 88
28 83 30 79 30 77
30 70 32 65 32 66
32 58 34 55 34 55
12 GA 15 530 12 GA 15 594 12 GA 15 587
18 368 18 413 18 408
20 298 20 334 20 330
22 246 22 276 22 273
24 207 24 231 24 229
25 185 25 204 25 207
28 132 28 145 28 147
30 107 30 118 30 120
32 88 32 97 32 99
34 73 34 81 34 82
35 67 35 74 35 75
38 53 38 58 38 59
zeesSimple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
10 x 3.25 Z 10 x 3.5 Z 10 x 4 Z
14 GA 10 663 14 GA 10 600 12 GA 15 49312 460 12 417 18 34214 338 14 306 20 27715 295 15 267 22 22918 205 18 185 24 18720 166 20 150 25 16622 137 22 124 28 11824 115 24 104 30 9625 106 25 96 32 7928 75 28 72 34 66
12 GA 15 501 12 GA 15 46018 348 18 31920 282 20 25922 233 22 21424 181 24 17925 160 25 15828 114 28 11330 93 30 9232 76 32 7534 64 34 63
zees
AEP Span Cees and Zees Structural Sections
4140 January 2005
Simple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
11 x 3 Z 12 x 2.25 Z 12 x 2.5 Z
14 GA 10 653 14 GA 12 547 14 GA 12 480
12 453 14 402 14 353
14 333 15 350 15 307
15 290 18 243 18 213
18 202 20 197 20 173
20 163 22 163 22 143
22 135 24 137 24 120
24 113 25 126 25 111
25 104 28 98 28 88
28 83 30 79 30 77
30 70 32 65 32 66
32 58 34 55 34 55
12 GA 15 530 12 GA 15 594 12 GA 15 587
18 368 18 413 18 408
20 298 20 334 20 330
22 246 22 276 22 273
24 207 24 231 24 229
25 185 25 204 25 207
28 132 28 145 28 147
30 107 30 118 30 120
32 88 32 97 32 99
34 73 34 81 34 82
35 67 35 74 35 75
38 53 38 58 38 59
zeesSimple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
10 x 3.25 Z 10 x 3.5 Z 10 x 4 Z
14 GA 10 663 14 GA 10 600 12 GA 15 49312 460 12 417 18 34214 338 14 306 20 27715 295 15 267 22 22918 205 18 185 24 18720 166 20 150 25 16622 137 22 124 28 11824 115 24 104 30 9625 106 25 96 32 7928 75 28 72 34 66
12 GA 15 501 12 GA 15 46018 348 18 31920 282 20 25922 233 22 21424 181 24 17925 160 25 15828 114 28 11330 93 30 9232 76 32 7534 64 34 63
zees
AEP Span Cees and Zees Structural Sections
4342 January 2005
Simple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
14 x 2.5 Z 15 x 2 Z 16 x 3.5 Z
14 GA 12 556 12 GA 18 521 12 GA 20 45314 409 20 422 22 37415 356 22 349 24 31518 247 24 293 25 29020 200 25 270 28 23122 165 28 215 30 20124 139 30 187 32 17725 128 32 155 34 15728 102 34 129 35 14830 89 35 118 38 12532 78 38 93 40 11334 69 40 79 42 10335 65 42 69 44 9038 55 44 60 45 8440 49 45 56 48 69
12 GA 18 51120 41422 34224 28725 26528 21130 17432 14434 12035 11038 8640 7442 6444 5545 52
zeesSimple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
12 x 3.5 Z 13 x 2 Z 13 x 3 Z
14 GA 12 498 14 GA 12 537 14 GA 12 53214 366 14 395 14 39115 318 15 344 15 34118 221 18 239 18 23720 179 20 193 20 19222 148 22 160 22 15824 124 24 134 24 13325 115 25 124 25 12328 91 28 99 28 9830 80 30 86 30 8532 70 32 72 32 7534 61 34 60 34 66
12 GA 16 524 12 GA 16 535 12 GA 16 59218 414 18 423 18 46820 336 20 342 20 37922 277 22 283 22 31324 233 24 238 24 26325 215 25 219 25 24228 171 28 161 28 19330 140 30 131 30 16032 116 32 108 32 13134 97 34 90 34 11035 88 35 83 35 10038 69 38 65 38 78
zees
AEP Span Cees and Zees Structural Sections
4342 January 2005
Simple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
14 x 2.5 Z 15 x 2 Z 16 x 3.5 Z
14 GA 12 556 12 GA 18 521 12 GA 20 45314 409 20 422 22 37415 356 22 349 24 31518 247 24 293 25 29020 200 25 270 28 23122 165 28 215 30 20124 139 30 187 32 17725 128 32 155 34 15728 102 34 129 35 14830 89 35 118 38 12532 78 38 93 40 11334 69 40 79 42 10335 65 42 69 44 9038 55 44 60 45 8440 49 45 56 48 69
12 GA 18 51120 41422 34224 28725 26528 21130 17432 14434 12035 11038 8640 7442 6444 5545 52
zeesSimple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
12 x 3.5 Z 13 x 2 Z 13 x 3 Z
14 GA 12 498 14 GA 12 537 14 GA 12 53214 366 14 395 14 39115 318 15 344 15 34118 221 18 239 18 23720 179 20 193 20 19222 148 22 160 22 15824 124 24 134 24 13325 115 25 124 25 12328 91 28 99 28 9830 80 30 86 30 8532 70 32 72 32 7534 61 34 60 34 66
12 GA 16 524 12 GA 16 535 12 GA 16 59218 414 18 423 18 46820 336 20 342 20 37922 277 22 283 22 31324 233 24 238 24 26325 215 25 219 25 24228 171 28 161 28 19330 140 30 131 30 16032 116 32 108 32 13134 97 34 90 34 11035 88 35 83 35 10038 69 38 65 38 78
zees
AEP Span Cees and Zees Structural Sections
4544 January 2005
Load Tables for 6 x 2.25 Z, 6 x 2.5 Z two spanSection D x B Span [ft]
TWO SPAN
Long Lap Max Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
6 x 2.25 Z L/180 L/240 L/180 L/240
16 GA 14 172 172 172 220 220 220
15 148 148 148 194 194 194
16 129 129 129 172 172 172
18 100 100 100 129 129 129
20 79 79 79 100 100 93
22 65 65 65 79 79 69
24 54 54 49 64 64 52
25 49 49 44 58 58 46
26 45 45 39 53 53 41
28 38 38 31 45 43 32
30 33 33 25 38 35 26
Section D x B Span [ft]
TWO SPANLong Lap Max Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
6 x 2.5 Z L/180 L/240 L/180 L/24016 GA 14 161 161 161 205 205 205
15 139 139 139 181 181 18116 120 120 120 160 160 16018 93 93 93 121 121 12120 74 74 74 93 93 9322 60 60 60 74 74 7024 50 50 50 60 60 5425 46 46 45 54 54 4726 42 42 40 49 49 4228 36 36 31 42 42 3330 31 31 25 35 35 27
14 GA 14 204 204 204 255 255 25515 175 175 175 224 224 22416 151 151 151 199 199 19918 116 116 116 152 152 15220 92 92 92 116 116 11222 74 74 74 91 91 8324 61 61 60 74 74 6325 56 56 53 67 67 5626 52 52 47 61 61 4928 44 44 37 51 51 3930 38 38 30 44 42 32
Simple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
17 x 3 Z 18 x 2.5 Z 19 x 2 Z
12 GA 22 410 12 GA 22 434 12 GA 22 425
24 345 24 365 24 358
25 318 25 336 25 329
28 253 28 268 28 263
30 221 30 234 30 229
32 194 32 205 32 201
34 172 34 182 34 178
35 162 35 172 35 168
38 138 38 146 38 143
40 124 40 131 40 129
42 112 42 119 42 117
44 97 44 103 44 106
45 91 45 97 45 102
48 75 48 80 48 84
50 66 50 71 50 74
zees
AEP Span Cees and Zees Structural Sections
4544 January 2005
Load Tables for 6 x 2.25 Z, 6 x 2.5 Z two spanSection D x B Span [ft]
TWO SPAN
Long Lap Max Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
6 x 2.25 Z L/180 L/240 L/180 L/240
16 GA 14 172 172 172 220 220 220
15 148 148 148 194 194 194
16 129 129 129 172 172 172
18 100 100 100 129 129 129
20 79 79 79 100 100 93
22 65 65 65 79 79 69
24 54 54 49 64 64 52
25 49 49 44 58 58 46
26 45 45 39 53 53 41
28 38 38 31 45 43 32
30 33 33 25 38 35 26
Section D x B Span [ft]
TWO SPANLong Lap Max Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
6 x 2.5 Z L/180 L/240 L/180 L/24016 GA 14 161 161 161 205 205 205
15 139 139 139 181 181 18116 120 120 120 160 160 16018 93 93 93 121 121 12120 74 74 74 93 93 9322 60 60 60 74 74 7024 50 50 50 60 60 5425 46 46 45 54 54 4726 42 42 40 49 49 4228 36 36 31 42 42 3330 31 31 25 35 35 27
14 GA 14 204 204 204 255 255 25515 175 175 175 224 224 22416 151 151 151 199 199 19918 116 116 116 152 152 15220 92 92 92 116 116 11222 74 74 74 91 91 8324 61 61 60 74 74 6325 56 56 53 67 67 5626 52 52 47 61 61 4928 44 44 37 51 51 3930 38 38 30 44 42 32
Simple Span Load Tables for Zees
SECTION SPAN FT LOADLB/FT SECTION SPAN FT LOAD
LB/FT SECTION SPAN FT LOADLB/FT
17 x 3 Z 18 x 2.5 Z 19 x 2 Z
12 GA 22 410 12 GA 22 434 12 GA 22 425
24 345 24 365 24 358
25 318 25 336 25 329
28 253 28 268 28 263
30 221 30 234 30 229
32 194 32 205 32 201
34 172 34 182 34 178
35 162 35 172 35 168
38 138 38 146 38 143
40 124 40 131 40 129
42 112 42 119 42 117
44 97 44 103 44 106
45 91 45 97 45 102
48 75 48 80 48 84
50 66 50 71 50 74
zees
AEP Span Cees and Zees Structural Sections
4746 January 2005
Load Tables for 8 x 2.75 Z
Section D xB Span [ft]
TWO SPANLong Lap Max Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
8 x 2.75 Z L/180 L/240 L/180 L/24016 GA 14 208 208 208 267 267 267
15 184 184 184 233 233 23316 163 163 163 205 205 20518 131 131 131 161 161 16120 107 107 107 129 129 12922 89 89 89 106 106 10624 75 75 75 88 88 8825 69 69 69 81 81 8126 64 64 64 74 74 7428 55 55 55 63 63 6330 48 48 48 55 55 55
14 GA 14 290 290 290 387 387 38715 253 253 253 334 334 33416 222 222 222 289 289 28918 175 175 175 221 221 22120 141 141 141 174 174 17422 116 116 116 140 140 14024 97 97 97 115 115 11525 89 89 89 105 105 10526 82 82 82 96 96 9628 70 70 70 82 82 8230 61 61 61 70 70 68
12 GA 14 562 562 562 707 707 70715 482 482 482 622 622 62216 417 417 417 552 552 55218 322 322 322 419 419 41920 255 255 255 321 321 32122 207 207 207 254 254 25424 172 172 172 206 206 20325 157 157 157 187 187 17826 144 144 144 171 171 15828 123 123 119 144 144 12530 106 106 96 122 122 101
two spanLoad Tables for 8 x 2.5 Z
SectionD x B Span [ft]
TWO SPAN
Long Lap Max Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
8 x 2.5 Z L/180 L/240 L/180 L/240
16 GA 14 194 194 194 253 253 25315 170 170 170 219 219 21916 150 150 150 191 191 19118 120 120 120 149 149 14920 97 97 97 119 119 11922 80 80 80 96 96 9624 67 67 67 80 80 8025 62 62 62 73 73 7326 57 57 57 67 67 6728 49 49 49 57 57 5730 43 43 43 49 49 49
14 GA 14 269 269 269 354 354 35415 233 233 233 312 312 31216 204 204 204 268 268 26818 160 160 160 204 204 20420 129 129 129 159 159 15922 105 105 105 128 128 12824 88 88 88 105 105 10525 81 81 81 95 95 9526 74 74 74 87 87 8728 64 64 64 74 74 7430 55 55 55 63 63 62
12 GA 14 505 505 505 632 632 63215 432 432 432 556 556 55616 374 374 374 493 493 49318 288 288 288 376 376 37620 228 228 228 288 288 28822 185 185 185 227 227 22724 153 153 153 184 184 18425 140 140 140 167 167 16226 129 129 129 152 152 14428 110 110 108 128 128 11430 94 94 87 109 109 92
two span
AEP Span Cees and Zees Structural Sections
4746 January 2005
Load Tables for 8 x 2.75 Z
Section D xB Span [ft]
TWO SPANLong Lap Max Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
8 x 2.75 Z L/180 L/240 L/180 L/24016 GA 14 208 208 208 267 267 267
15 184 184 184 233 233 23316 163 163 163 205 205 20518 131 131 131 161 161 16120 107 107 107 129 129 12922 89 89 89 106 106 10624 75 75 75 88 88 8825 69 69 69 81 81 8126 64 64 64 74 74 7428 55 55 55 63 63 6330 48 48 48 55 55 55
14 GA 14 290 290 290 387 387 38715 253 253 253 334 334 33416 222 222 222 289 289 28918 175 175 175 221 221 22120 141 141 141 174 174 17422 116 116 116 140 140 14024 97 97 97 115 115 11525 89 89 89 105 105 10526 82 82 82 96 96 9628 70 70 70 82 82 8230 61 61 61 70 70 68
12 GA 14 562 562 562 707 707 70715 482 482 482 622 622 62216 417 417 417 552 552 55218 322 322 322 419 419 41920 255 255 255 321 321 32122 207 207 207 254 254 25424 172 172 172 206 206 20325 157 157 157 187 187 17826 144 144 144 171 171 15828 123 123 119 144 144 12530 106 106 96 122 122 101
two spanLoad Tables for 8 x 2.5 Z
SectionD x B Span [ft]
TWO SPAN
Long Lap Max Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
8 x 2.5 Z L/180 L/240 L/180 L/240
16 GA 14 194 194 194 253 253 25315 170 170 170 219 219 21916 150 150 150 191 191 19118 120 120 120 149 149 14920 97 97 97 119 119 11922 80 80 80 96 96 9624 67 67 67 80 80 8025 62 62 62 73 73 7326 57 57 57 67 67 6728 49 49 49 57 57 5730 43 43 43 49 49 49
14 GA 14 269 269 269 354 354 35415 233 233 233 312 312 31216 204 204 204 268 268 26818 160 160 160 204 204 20420 129 129 129 159 159 15922 105 105 105 128 128 12824 88 88 88 105 105 10525 81 81 81 95 95 9526 74 74 74 87 87 8728 64 64 64 74 74 7430 55 55 55 63 63 62
12 GA 14 505 505 505 632 632 63215 432 432 432 556 556 55616 374 374 374 493 493 49318 288 288 288 376 376 37620 228 228 228 288 288 28822 185 185 185 227 227 22724 153 153 153 184 184 18425 140 140 140 167 167 16226 129 129 129 152 152 14428 110 110 108 128 128 11430 94 94 87 109 109 92
two span
AEP Span Cees and Zees Structural Sections
4948 January 2005
Load Tables for 9 x 2.25 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
9 x 2.25 Z L/180 L/240 L/180 L/240
16 GA 14 203 203 203 253 253 25315 181 181 181 223 223 22316 162 162 162 198 198 19818 132 132 132 159 159 15920 109 109 109 130 130 13022 92 92 92 108 108 10824 78 78 78 90 90 9025 72 72 72 83 83 8326 67 67 67 77 77 7728 58 58 58 66 66 6630 51 51 51 57 57 57
14 GA 14 301 301 301 389 389 38915 266 266 266 339 339 33916 236 236 236 297 297 29718 189 189 189 233 233 23320 154 154 154 187 187 18722 128 128 128 153 153 15324 108 108 108 127 127 12725 99 99 99 116 116 11626 92 92 92 107 107 10728 79 79 79 91 91 9130 69 69 69 78 78 78
12 GA 14 583 583 583 738 738 73815 500 500 500 650 650 65016 434 434 434 577 577 57718 336 336 336 435 435 43520 267 267 267 335 335 33522 217 217 217 266 266 26624 180 180 180 216 216 21625 165 165 165 196 196 19626 151 151 151 179 179 17928 129 129 129 150 150 14930 112 112 112 128 128 120
two spanLoad Tables for 8 x 3.5 Z
SectionD x B Span [ft]
TWO SPAN
Long Lap Max Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
8 x 3.5 Z L/180 L/240 L/180 L/240
16 GA 14 195 195 195 254 254 25415 171 171 171 221 221 22116 151 151 151 193 193 19318 121 121 121 150 150 15020 98 98 98 119 119 11922 81 81 81 97 97 9724 68 68 68 80 80 8025 63 63 63 73 73 7326 58 58 58 67 67 6728 50 50 50 57 57 5730 43 43 43 49 49 49
14 GA 14 283 283 283 375 375 37515 246 246 246 326 326 32616 216 216 216 282 282 28218 170 170 170 215 215 21520 137 137 137 169 169 16922 112 112 112 136 136 13624 94 94 94 112 112 11225 86 86 86 102 102 10226 79 79 79 93 93 9328 68 68 68 79 79 7930 59 59 59 67 67 67
12 GA 14 511 511 511 639 639 63915 437 437 437 562 562 56216 378 378 378 499 499 49918 291 291 291 380 380 38020 231 231 231 291 291 29122 187 187 187 230 230 23024 155 155 155 186 186 18625 142 142 142 169 169 16926 130 130 130 154 154 15428 111 111 111 129 129 12930 96 96 96 110 110 110
two span
AEP Span Cees and Zees Structural Sections
4948 January 2005
Load Tables for 9 x 2.25 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
9 x 2.25 Z L/180 L/240 L/180 L/240
16 GA 14 203 203 203 253 253 25315 181 181 181 223 223 22316 162 162 162 198 198 19818 132 132 132 159 159 15920 109 109 109 130 130 13022 92 92 92 108 108 10824 78 78 78 90 90 9025 72 72 72 83 83 8326 67 67 67 77 77 7728 58 58 58 66 66 6630 51 51 51 57 57 57
14 GA 14 301 301 301 389 389 38915 266 266 266 339 339 33916 236 236 236 297 297 29718 189 189 189 233 233 23320 154 154 154 187 187 18722 128 128 128 153 153 15324 108 108 108 127 127 12725 99 99 99 116 116 11626 92 92 92 107 107 10728 79 79 79 91 91 9130 69 69 69 78 78 78
12 GA 14 583 583 583 738 738 73815 500 500 500 650 650 65016 434 434 434 577 577 57718 336 336 336 435 435 43520 267 267 267 335 335 33522 217 217 217 266 266 26624 180 180 180 216 216 21625 165 165 165 196 196 19626 151 151 151 179 179 17928 129 129 129 150 150 14930 112 112 112 128 128 120
two spanLoad Tables for 8 x 3.5 Z
SectionD x B Span [ft]
TWO SPAN
Long Lap Max Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
8 x 3.5 Z L/180 L/240 L/180 L/240
16 GA 14 195 195 195 254 254 25415 171 171 171 221 221 22116 151 151 151 193 193 19318 121 121 121 150 150 15020 98 98 98 119 119 11922 81 81 81 97 97 9724 68 68 68 80 80 8025 63 63 63 73 73 7326 58 58 58 67 67 6728 50 50 50 57 57 5730 43 43 43 49 49 49
14 GA 14 283 283 283 375 375 37515 246 246 246 326 326 32616 216 216 216 282 282 28218 170 170 170 215 215 21520 137 137 137 169 169 16922 112 112 112 136 136 13624 94 94 94 112 112 11225 86 86 86 102 102 10226 79 79 79 93 93 9328 68 68 68 79 79 7930 59 59 59 67 67 67
12 GA 14 511 511 511 639 639 63915 437 437 437 562 562 56216 378 378 378 499 499 49918 291 291 291 380 380 38020 231 231 231 291 291 29122 187 187 187 230 230 23024 155 155 155 186 186 18625 142 142 142 169 169 16926 130 130 130 154 154 15428 111 111 111 129 129 12930 96 96 96 110 110 110
two span
AEP Span Cees and Zees Structural Sections
5150 January 2005
Load Tables for 10 x 2.25 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
10 X 2.25 Z L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 304 304 304 379 379 379 430 430 43015 271 271 271 334 334 334 387 387 38716 243 243 243 297 297 297 349 349 34918 198 198 198 238 238 238 289 289 28920 164 164 164 195 195 195 237 237 23722 137 137 137 161 161 161 194 194 19424 117 117 117 136 136 136 161 161 16125 108 108 108 125 125 125 147 147 14726 100 100 100 115 115 115 135 135 13528 87 87 87 99 99 99 115 115 11530 76 76 76 86 86 86 99 99 99
two spanLoad Tables for 9 x 3 Z
SectionD x B Span [ft]
TWO SPAN
Long Lap Max Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
9 x 3 Z L/180 L/240 L/180 L/240
16 GA 14 195 195 195 246 246 24615 173 173 173 216 216 21616 154 154 154 191 191 19118 125 125 125 152 152 15220 103 103 103 123 123 12322 86 86 86 101 101 10124 73 73 73 85 85 8525 67 67 67 78 78 7826 62 62 62 72 72 7228 54 54 54 62 62 6230 47 47 47 53 53 53
14 GA 14 290 290 290 378 378 37815 255 255 255 328 328 32816 226 226 226 287 287 28718 180 180 180 223 223 22320 146 146 146 178 178 17822 121 121 121 145 145 14524 102 102 102 120 120 12025 94 94 94 110 110 11026 87 87 87 101 101 10128 74 74 74 86 86 8630 65 65 65 74 74 74
12 GA 14 590 590 590 748 748 74815 507 507 507 659 659 65916 440 440 440 586 586 58618 340 340 340 441 441 44120 270 270 270 340 340 34022 220 220 220 270 270 27024 182 182 182 219 219 21925 167 167 167 199 199 19926 154 154 154 181 181 18128 131 131 131 153 153 15330 113 113 113 130 130 130
two span
AEP Span Cees and Zees Structural Sections
5150 January 2005
Load Tables for 10 x 2.25 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
10 X 2.25 Z L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 304 304 304 379 379 379 430 430 43015 271 271 271 334 334 334 387 387 38716 243 243 243 297 297 297 349 349 34918 198 198 198 238 238 238 289 289 28920 164 164 164 195 195 195 237 237 23722 137 137 137 161 161 161 194 194 19424 117 117 117 136 136 136 161 161 16125 108 108 108 125 125 125 147 147 14726 100 100 100 115 115 115 135 135 13528 87 87 87 99 99 99 115 115 11530 76 76 76 86 86 86 99 99 99
two spanLoad Tables for 9 x 3 Z
SectionD x B Span [ft]
TWO SPAN
Long Lap Max Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
9 x 3 Z L/180 L/240 L/180 L/240
16 GA 14 195 195 195 246 246 24615 173 173 173 216 216 21616 154 154 154 191 191 19118 125 125 125 152 152 15220 103 103 103 123 123 12322 86 86 86 101 101 10124 73 73 73 85 85 8525 67 67 67 78 78 7826 62 62 62 72 72 7228 54 54 54 62 62 6230 47 47 47 53 53 53
14 GA 14 290 290 290 378 378 37815 255 255 255 328 328 32816 226 226 226 287 287 28718 180 180 180 223 223 22320 146 146 146 178 178 17822 121 121 121 145 145 14524 102 102 102 120 120 12025 94 94 94 110 110 11026 87 87 87 101 101 10128 74 74 74 86 86 8630 65 65 65 74 74 74
12 GA 14 590 590 590 748 748 74815 507 507 507 659 659 65916 440 440 440 586 586 58618 340 340 340 441 441 44120 270 270 270 340 340 34022 220 220 220 270 270 27024 182 182 182 219 219 21925 167 167 167 199 199 19926 154 154 154 181 181 18128 131 131 131 153 153 15330 113 113 113 130 130 130
two span
AEP Span Cees and Zees Structural Sections
5352 January 2005
Load Tables for 10 x 3.25 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
10 X 3.25 Z L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 303 303 303 378 378 378 429 429 429
15 270 270 270 334 334 334 385 385 385
16 242 242 242 296 296 296 348 348 348
18 197 197 197 238 238 238 287 287 287
20 163 163 163 194 194 194 236 236 236
22 137 137 137 161 161 161 193 193 193
24 116 116 116 135 135 135 160 160 160
25 108 108 108 124 124 124 147 147 147
26 100 100 100 115 115 115 135 135 135
28 87 87 87 99 99 99 114 114 114
30 76 76 76 86 86 86 98 98 98
12 GA 14 689 689 689 901 901 901 874 874 874
15 597 597 597 797 797 797 772 772 772
16 522 522 522 689 689 689 687 687 687
18 408 408 408 521 521 521 555 555 555
20 327 327 327 407 407 407 458 458 458
22 268 268 268 326 326 326 385 385 385
24 223 223 223 266 266 266 327 327 327
25 205 205 205 243 243 243 296 296 296
26 189 189 189 222 222 222 268 268 268
28 161 161 161 187 187 187 222 222 222
30 140 140 140 160 160 160 187 187 187
two spanLoad Tables for 10 x 2.5 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
10 X 2.5 Z L/180 L/240 L/180 L/240 L/180 L/240
16 GA 14 189 189 189 232 232 232 272 272 272
15 169 169 169 206 206 206 245 245 245
16 152 152 152 184 184 184 222 222 222
18 125 125 125 149 149 149 181 181 181
20 104 104 104 122 122 122 147 147 147
22 88 88 88 102 102 102 122 122 122
24 75 75 75 86 86 86 102 102 102
25 69 69 69 80 80 80 93 93 93
26 64 64 64 74 74 74 86 86 86
28 56 56 56 64 64 64 73 73 73
30 49 49 49 55 55 55 63 63 63
14 GA 14 286 286 286 363 363 363 396 396 396
15 254 254 254 319 319 319 354 354 354
16 226 226 226 281 281 281 319 319 319
18 183 183 183 223 223 223 262 262 262
20 150 150 150 180 180 180 219 219 219
22 125 125 125 148 148 148 180 180 180
24 106 106 106 124 124 124 148 148 148
25 98 98 98 114 114 114 135 135 135
26 90 90 90 105 105 105 124 124 124
28 78 78 78 90 90 90 104 104 104
30 68 68 68 77 77 77 89 89 89
12 GA 14 639 639 639 826 826 826 801 801 801
15 552 552 552 730 730 730 707 707 707
16 482 482 482 640 640 640 628 628 628
18 375 375 375 481 481 481 507 507 507
20 300 300 300 374 374 374 417 417 417
22 245 245 245 298 298 298 350 350 350
24 204 204 204 243 243 243 298 298 298
25 187 187 187 221 221 221 271 271 271
26 172 172 172 202 202 202 245 245 245
28 147 147 147 171 171 171 203 203 203
30 127 127 127 146 146 146 171 171 163
two span
AEP Span Cees and Zees Structural Sections
5352 January 2005
Load Tables for 10 x 3.25 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
10 X 3.25 Z L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 303 303 303 378 378 378 429 429 429
15 270 270 270 334 334 334 385 385 385
16 242 242 242 296 296 296 348 348 348
18 197 197 197 238 238 238 287 287 287
20 163 163 163 194 194 194 236 236 236
22 137 137 137 161 161 161 193 193 193
24 116 116 116 135 135 135 160 160 160
25 108 108 108 124 124 124 147 147 147
26 100 100 100 115 115 115 135 135 135
28 87 87 87 99 99 99 114 114 114
30 76 76 76 86 86 86 98 98 98
12 GA 14 689 689 689 901 901 901 874 874 874
15 597 597 597 797 797 797 772 772 772
16 522 522 522 689 689 689 687 687 687
18 408 408 408 521 521 521 555 555 555
20 327 327 327 407 407 407 458 458 458
22 268 268 268 326 326 326 385 385 385
24 223 223 223 266 266 266 327 327 327
25 205 205 205 243 243 243 296 296 296
26 189 189 189 222 222 222 268 268 268
28 161 161 161 187 187 187 222 222 222
30 140 140 140 160 160 160 187 187 187
two spanLoad Tables for 10 x 2.5 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
10 X 2.5 Z L/180 L/240 L/180 L/240 L/180 L/240
16 GA 14 189 189 189 232 232 232 272 272 272
15 169 169 169 206 206 206 245 245 245
16 152 152 152 184 184 184 222 222 222
18 125 125 125 149 149 149 181 181 181
20 104 104 104 122 122 122 147 147 147
22 88 88 88 102 102 102 122 122 122
24 75 75 75 86 86 86 102 102 102
25 69 69 69 80 80 80 93 93 93
26 64 64 64 74 74 74 86 86 86
28 56 56 56 64 64 64 73 73 73
30 49 49 49 55 55 55 63 63 63
14 GA 14 286 286 286 363 363 363 396 396 396
15 254 254 254 319 319 319 354 354 354
16 226 226 226 281 281 281 319 319 319
18 183 183 183 223 223 223 262 262 262
20 150 150 150 180 180 180 219 219 219
22 125 125 125 148 148 148 180 180 180
24 106 106 106 124 124 124 148 148 148
25 98 98 98 114 114 114 135 135 135
26 90 90 90 105 105 105 124 124 124
28 78 78 78 90 90 90 104 104 104
30 68 68 68 77 77 77 89 89 89
12 GA 14 639 639 639 826 826 826 801 801 801
15 552 552 552 730 730 730 707 707 707
16 482 482 482 640 640 640 628 628 628
18 375 375 375 481 481 481 507 507 507
20 300 300 300 374 374 374 417 417 417
22 245 245 245 298 298 298 350 350 350
24 204 204 204 243 243 243 298 298 298
25 187 187 187 221 221 221 271 271 271
26 172 172 172 202 202 202 245 245 245
28 147 147 147 171 171 171 203 203 203
30 127 127 127 146 146 146 171 171 163
two span
AEP Span Cees and Zees Structural Sections
5554 January 2005
Load Tables for 10 x 4 Z and 12 x 2.25 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
10 X 4 Z L/180 L/240 L/180 L/240 L/180 L/240
12 GA 14 680 680 680 888 888 888 861 861 86115 590 590 590 785 785 785 761 761 76116 515 515 515 681 681 681 677 677 67718 403 403 403 514 514 514 547 547 54720 323 323 323 401 401 401 451 451 45122 264 264 264 321 321 321 378 378 37824 220 220 220 262 262 262 322 322 32225 202 202 202 239 239 239 291 291 29126 186 186 186 218 218 218 264 264 26428 159 159 159 184 184 184 219 219 21930 137 137 137 158 158 158 185 185 185
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft
Deflection Load[lb/ft]
StressLoad[lb/ft
Deflection Load[lb/ft
StressLoad[lb/ft]
Deflection Load[lb/ft
12 X 2.25 Z L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 282 282 282 338 338 338 412 412 41215 255 255 255 303 303 303 366 366 36616 232 232 232 273 273 273 328 328 32818 193 193 193 226 226 226 267 267 26720 164 164 164 189 189 189 222 222 22222 140 140 140 161 161 161 186 186 18624 121 121 121 138 138 138 159 159 15925 113 113 113 128 128 128 147 147 14726 106 106 106 119 119 119 136 136 13628 93 93 93 104 104 104 118 118 11830 82 82 82 91 91 91 103 103 103
12 GA 14 723 723 723 944 944 944 965 965 96515 635 635 635 818 818 818 859 859 85916 562 562 562 715 715 715 769 769 76918 448 448 448 557 557 557 627 627 62720 364 364 364 444 444 444 522 522 52222 301 301 301 361 361 361 441 441 44124 253 253 253 299 299 299 362 362 36225 233 233 233 273 273 273 328 328 32826 215 215 215 251 251 251 299 299 29928 185 185 185 214 214 214 251 251 25130 161 161 161 184 184 184 213 213 213
two spanLoad Tables for 10 x 3.5 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft
Deflection Load[lb/ft]
StressLoad[lb/ft
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
10 X 3.5 Z L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 290 290 290 367 367 367 403 403 40315 257 257 257 322 322 322 361 361 36116 230 230 230 285 285 285 325 325 32518 186 186 186 226 226 226 268 268 26820 153 153 153 183 183 183 224 224 22422 128 128 128 151 151 151 183 183 18324 108 108 108 126 126 126 151 151 15125 100 100 100 116 116 116 138 138 13826 92 92 92 107 107 107 126 126 12628 80 80 80 92 92 92 107 107 10730 70 70 70 79 79 79 91 91 91
12 GA 14 646 646 646 836 836 836 811 811 81115 558 558 558 739 739 739 716 716 71616 487 487 487 647 647 647 636 636 63618 380 380 380 487 487 487 513 513 51320 304 304 304 378 378 378 423 423 42322 248 248 248 302 302 302 355 355 35524 206 206 206 247 247 247 302 302 30225 189 189 189 224 224 224 274 274 27426 174 174 174 205 205 205 248 248 24828 149 149 149 173 173 173 206 206 20630 129 129 129 148 148 148 173 173 173
two span
AEP Span Cees and Zees Structural Sections
5554 January 2005
Load Tables for 10 x 4 Z and 12 x 2.25 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
10 X 4 Z L/180 L/240 L/180 L/240 L/180 L/240
12 GA 14 680 680 680 888 888 888 861 861 86115 590 590 590 785 785 785 761 761 76116 515 515 515 681 681 681 677 677 67718 403 403 403 514 514 514 547 547 54720 323 323 323 401 401 401 451 451 45122 264 264 264 321 321 321 378 378 37824 220 220 220 262 262 262 322 322 32225 202 202 202 239 239 239 291 291 29126 186 186 186 218 218 218 264 264 26428 159 159 159 184 184 184 219 219 21930 137 137 137 158 158 158 185 185 185
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft
Deflection Load[lb/ft]
StressLoad[lb/ft
Deflection Load[lb/ft
StressLoad[lb/ft]
Deflection Load[lb/ft
12 X 2.25 Z L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 282 282 282 338 338 338 412 412 41215 255 255 255 303 303 303 366 366 36616 232 232 232 273 273 273 328 328 32818 193 193 193 226 226 226 267 267 26720 164 164 164 189 189 189 222 222 22222 140 140 140 161 161 161 186 186 18624 121 121 121 138 138 138 159 159 15925 113 113 113 128 128 128 147 147 14726 106 106 106 119 119 119 136 136 13628 93 93 93 104 104 104 118 118 11830 82 82 82 91 91 91 103 103 103
12 GA 14 723 723 723 944 944 944 965 965 96515 635 635 635 818 818 818 859 859 85916 562 562 562 715 715 715 769 769 76918 448 448 448 557 557 557 627 627 62720 364 364 364 444 444 444 522 522 52222 301 301 301 361 361 361 441 441 44124 253 253 253 299 299 299 362 362 36225 233 233 233 273 273 273 328 328 32826 215 215 215 251 251 251 299 299 29928 185 185 185 214 214 214 251 251 25130 161 161 161 184 184 184 213 213 213
two spanLoad Tables for 10 x 3.5 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft
Deflection Load[lb/ft]
StressLoad[lb/ft
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
10 X 3.5 Z L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 290 290 290 367 367 367 403 403 40315 257 257 257 322 322 322 361 361 36116 230 230 230 285 285 285 325 325 32518 186 186 186 226 226 226 268 268 26820 153 153 153 183 183 183 224 224 22422 128 128 128 151 151 151 183 183 18324 108 108 108 126 126 126 151 151 15125 100 100 100 116 116 116 138 138 13826 92 92 92 107 107 107 126 126 12628 80 80 80 92 92 92 107 107 10730 70 70 70 79 79 79 91 91 91
12 GA 14 646 646 646 836 836 836 811 811 81115 558 558 558 739 739 739 716 716 71616 487 487 487 647 647 647 636 636 63618 380 380 380 487 487 487 513 513 51320 304 304 304 378 378 378 423 423 42322 248 248 248 302 302 302 355 355 35524 206 206 206 247 247 247 302 302 30225 189 189 189 224 224 224 274 274 27426 174 174 174 205 205 205 248 248 24828 149 149 149 173 173 173 206 206 20630 129 129 129 148 148 148 173 173 173
two span
AEP Span Cees and Zees Structural Sections
5756 January 2005
Load Tables for 12 x 3.5 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
12 X 3.5 Z L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 275 275 275 332 332 332 408 408 40815 248 248 248 297 297 297 363 363 36316 224 224 224 267 267 267 323 323 32318 186 186 186 219 219 219 262 262 26220 157 157 157 182 182 182 216 216 21622 133 133 133 154 154 154 180 180 18024 115 115 115 131 131 131 152 152 15225 107 107 107 122 122 122 141 141 14126 100 100 100 113 113 113 130 130 13028 87 87 87 98 98 98 112 112 11230 77 77 77 86 86 86 97 97 97
12 GA 14 724 724 724 945 945 945 967 967 96715 636 636 636 820 820 820 861 861 86116 563 563 563 716 716 716 771 771 77118 449 449 449 558 558 558 629 629 62920 365 365 365 445 445 445 523 523 52322 302 302 302 362 362 362 442 442 44224 254 254 254 299 299 299 363 363 36325 234 234 234 274 274 274 329 329 32926 216 216 216 252 252 252 300 300 30028 186 186 186 214 214 214 252 252 25230 162 162 162 184 184 184 214 214 214
two spanLoad Tables for 12 x 2.5 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
12 X 2.5 Z L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 272 272 272 330 330 330 402 402 40215 245 245 245 294 294 294 361 361 36116 221 221 221 264 264 264 322 322 32218 183 183 183 216 216 216 260 260 26020 154 154 154 180 180 180 213 213 21322 131 131 131 151 151 151 178 178 17824 112 112 112 129 129 129 150 150 15025 104 104 104 119 119 119 138 138 13826 97 97 97 111 111 111 128 128 12828 85 85 85 96 96 96 110 110 11030 75 75 75 84 84 84 95 95 95
12 GA 14 718 718 718 939 939 939 956 956 95615 630 630 630 814 814 814 851 851 85116 557 557 557 710 710 710 762 762 76218 444 444 444 552 552 552 621 621 62120 361 361 361 440 440 440 516 516 51622 298 298 298 358 358 358 436 436 43624 251 251 251 296 296 296 359 359 35925 231 231 231 271 271 271 325 325 32526 213 213 213 248 248 248 296 296 29628 183 183 183 211 211 211 248 248 24830 159 159 159 182 182 182 211 211 211
two span
AEP Span Cees and Zees Structural Sections
5756 January 2005
Load Tables for 12 x 3.5 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
12 X 3.5 Z L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 275 275 275 332 332 332 408 408 40815 248 248 248 297 297 297 363 363 36316 224 224 224 267 267 267 323 323 32318 186 186 186 219 219 219 262 262 26220 157 157 157 182 182 182 216 216 21622 133 133 133 154 154 154 180 180 18024 115 115 115 131 131 131 152 152 15225 107 107 107 122 122 122 141 141 14126 100 100 100 113 113 113 130 130 13028 87 87 87 98 98 98 112 112 11230 77 77 77 86 86 86 97 97 97
12 GA 14 724 724 724 945 945 945 967 967 96715 636 636 636 820 820 820 861 861 86116 563 563 563 716 716 716 771 771 77118 449 449 449 558 558 558 629 629 62920 365 365 365 445 445 445 523 523 52322 302 302 302 362 362 362 442 442 44224 254 254 254 299 299 299 363 363 36325 234 234 234 274 274 274 329 329 32926 216 216 216 252 252 252 300 300 30028 186 186 186 214 214 214 252 252 25230 162 162 162 184 184 184 214 214 214
two spanLoad Tables for 12 x 2.5 Z
Section D x B Span [ft]
TWO SPAN
Long Lap Max Lap Super Lap
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
StressLoad[lb/ft]
Deflection Load[lb/ft]
12 X 2.5 Z L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 272 272 272 330 330 330 402 402 40215 245 245 245 294 294 294 361 361 36116 221 221 221 264 264 264 322 322 32218 183 183 183 216 216 216 260 260 26020 154 154 154 180 180 180 213 213 21322 131 131 131 151 151 151 178 178 17824 112 112 112 129 129 129 150 150 15025 104 104 104 119 119 119 138 138 13826 97 97 97 111 111 111 128 128 12828 85 85 85 96 96 96 110 110 11030 75 75 75 84 84 84 95 95 95
12 GA 14 718 718 718 939 939 939 956 956 95615 630 630 630 814 814 814 851 851 85116 557 557 557 710 710 710 762 762 76218 444 444 444 552 552 552 621 621 62120 361 361 361 440 440 440 516 516 51622 298 298 298 358 358 358 436 436 43624 251 251 251 296 296 296 359 359 35925 231 231 231 271 271 271 325 325 32526 213 213 213 248 248 248 296 296 29628 183 183 183 211 211 211 248 248 24830 159 159 159 182 182 182 211 211 211
two span
AEP Span Cees and Zees Structural Sections
5958 January 2005
Load Tables for 8 x 2.5 Z four spanSectionD x B Span [ft]
FOUR SPANLong Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
8 x 2.5 Z L/180 L/240 L/180 L/24016 GA 14 223 223 223 296 296 296
15 197 197 197 258 258 25816 175 175 175 225 225 22518 140 140 140 174 174 17420 114 114 114 138 138 13822 94 94 94 112 112 11124 79 79 79 93 93 8525 73 73 71 85 85 7526 67 67 63 78 78 6628 58 58 50 66 66 5330 50 50 41 57 57 43
14 GA 14 316 316 316 403 403 40315 274 274 274 353 353 35316 240 240 240 309 309 30918 188 188 188 237 237 23720 151 151 151 185 185 17622 123 123 123 148 148 13124 103 103 95 122 122 10025 94 94 84 111 111 8826 87 87 75 101 101 7828 74 74 60 86 83 6230 64 64 48 73 67 50
12 GA 14 590 590 590 681 681 68115 505 505 505 590 590 59016 437 437 437 517 517 51718 336 336 336 405 405 36120 266 266 247 326 326 26122 216 216 185 263 259 19524 179 179 142 213 198 14925 164 164 125 193 175 13126 150 148 111 176 155 11628 128 118 89 148 123 9330 110 96 72 126 100 75
Load Tables for 6 x 2.25 Z and 6 x 2.5 Z
SectionD x B Span [ft]
FOUR SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
6 x 2.25 Z L/180 L/240 L/180 L/240
16 GA 14 202 202 202 243 243 22315 173 173 170 211 211 18016 151 151 139 184 184 14818 117 117 97 144 137 10320 93 93 70 115 99 7422 76 70 53 92 74 5524 63 54 40 75 56 4225 57 47 36 68 50 3726 53 42 32 62 44 3328 45 34 25 52 35 2630 39 27 20 44 28 21
four span
SectionD x B Span [ft]
FOUR SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
6 x 2.5 Z L/180 L/240 L/180 L/240
16 GA 14 189 189 189 225 225 22515 162 162 162 195 195 18516 141 141 141 170 170 15218 109 109 100 134 134 10520 86 86 72 107 101 7622 70 70 54 85 76 5724 58 55 41 69 58 4325 53 49 36 63 51 3826 49 43 32 57 45 3428 42 34 26 48 36 2730 36 28 21 41 29 22
14 GA 14 239 239 239 274 274 27015 204 204 204 237 237 21816 176 176 169 208 208 17918 135 135 118 163 163 12420 107 107 85 131 120 9022 87 85 64 106 89 6724 72 65 49 86 68 5125 66 57 43 78 60 4526 60 51 38 71 53 4028 51 41 30 59 43 3230 44 33 25 51 34 26
AEP Span Cees and Zees Structural Sections
5958 January 2005
Load Tables for 8 x 2.5 Z four spanSectionD x B Span [ft]
FOUR SPANLong Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
8 x 2.5 Z L/180 L/240 L/180 L/24016 GA 14 223 223 223 296 296 296
15 197 197 197 258 258 25816 175 175 175 225 225 22518 140 140 140 174 174 17420 114 114 114 138 138 13822 94 94 94 112 112 11124 79 79 79 93 93 8525 73 73 71 85 85 7526 67 67 63 78 78 6628 58 58 50 66 66 5330 50 50 41 57 57 43
14 GA 14 316 316 316 403 403 40315 274 274 274 353 353 35316 240 240 240 309 309 30918 188 188 188 237 237 23720 151 151 151 185 185 17622 123 123 123 148 148 13124 103 103 95 122 122 10025 94 94 84 111 111 8826 87 87 75 101 101 7828 74 74 60 86 83 6230 64 64 48 73 67 50
12 GA 14 590 590 590 681 681 68115 505 505 505 590 590 59016 437 437 437 517 517 51718 336 336 336 405 405 36120 266 266 247 326 326 26122 216 216 185 263 259 19524 179 179 142 213 198 14925 164 164 125 193 175 13126 150 148 111 176 155 11628 128 118 89 148 123 9330 110 96 72 126 100 75
Load Tables for 6 x 2.25 Z and 6 x 2.5 Z
SectionD x B Span [ft]
FOUR SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
6 x 2.25 Z L/180 L/240 L/180 L/240
16 GA 14 202 202 202 243 243 22315 173 173 170 211 211 18016 151 151 139 184 184 14818 117 117 97 144 137 10320 93 93 70 115 99 7422 76 70 53 92 74 5524 63 54 40 75 56 4225 57 47 36 68 50 3726 53 42 32 62 44 3328 45 34 25 52 35 2630 39 27 20 44 28 21
four span
SectionD x B Span [ft]
FOUR SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
6 x 2.5 Z L/180 L/240 L/180 L/240
16 GA 14 189 189 189 225 225 22515 162 162 162 195 195 18516 141 141 141 170 170 15218 109 109 100 134 134 10520 86 86 72 107 101 7622 70 70 54 85 76 5724 58 55 41 69 58 4325 53 49 36 63 51 3826 49 43 32 57 45 3428 42 34 26 48 36 2730 36 28 21 41 29 22
14 GA 14 239 239 239 274 274 27015 204 204 204 237 237 21816 176 176 169 208 208 17918 135 135 118 163 163 12420 107 107 85 131 120 9022 87 85 64 106 89 6724 72 65 49 86 68 5125 66 57 43 78 60 4526 60 51 38 71 53 4028 51 41 30 59 43 3230 44 33 25 51 34 26
AEP Span Cees and Zees Structural Sections
6160 January 2005
Load Tables for 8 x 3.5 Z four spanSectionD x B Span [ft]
FOUR SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
8 x 3.5 Z L/180 L/240 L/180 L/240
16 GA 14 224 224 224 297 297 29715 198 198 198 259 259 25916 176 176 176 226 226 22618 141 141 141 175 175 17520 115 115 115 139 139 13922 95 95 95 113 113 11324 80 80 80 93 93 9325 73 73 73 85 85 8526 68 68 68 78 78 7828 58 58 58 67 67 6530 51 51 50 57 57 53
14 GA 14 332 332 332 427 427 42715 289 289 289 379 379 37916 253 253 253 328 328 32818 199 199 199 250 250 25020 160 160 160 196 196 19622 131 131 131 158 158 15824 110 110 110 130 130 12425 101 101 101 118 118 10926 93 93 92 108 108 9728 80 80 74 91 91 7730 69 69 60 78 78 62
12 GA 14 597 597 597 689 689 68915 511 511 511 598 598 59816 442 442 442 523 523 52318 340 340 340 410 410 41020 269 269 269 330 330 32222 219 219 219 266 266 24024 181 181 175 216 216 18425 166 166 154 196 196 16226 152 152 137 178 178 14428 130 130 109 150 150 11430 112 112 89 128 123 92
Load Tables for 8 x 2.75 Z four spanSectionD x B Span [ft]
FOUR SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load[lb/ft] Stress Load
[lb/ft]
Deflection Load[lb/ft]
8 x 2.75 Z L/180 L/240 L/180 L/240
16 GA 14 236 236 236 306 306 30615 210 210 210 270 270 27016 187 187 187 238 238 23818 151 151 151 189 189 18920 124 124 124 151 151 15122 104 104 104 124 124 12224 88 88 88 103 103 9325 81 81 78 94 94 8226 75 75 69 86 86 7328 65 65 55 74 74 5830 56 56 45 64 62 47
14 GA 14 340 340 340 440 440 44015 297 297 297 391 391 39116 261 261 261 337 337 33718 205 205 205 257 257 25720 166 166 166 202 202 19322 136 136 136 163 163 14424 114 114 105 134 134 11025 104 104 93 122 122 9726 96 96 82 112 112 8628 82 82 66 95 91 6930 71 71 53 81 74 55
12 GA 14 656 656 656 767 767 76715 563 563 563 665 665 66516 487 487 487 582 582 57118 376 376 375 457 457 39720 298 298 272 367 367 28722 242 242 203 294 285 21424 201 201 156 239 218 16425 184 183 137 217 192 14426 169 163 122 198 170 12828 144 130 97 166 136 10230 124 105 79 142 110 82
AEP Span Cees and Zees Structural Sections
6160 January 2005
Load Tables for 8 x 3.5 Z four spanSectionD x B Span [ft]
FOUR SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
8 x 3.5 Z L/180 L/240 L/180 L/240
16 GA 14 224 224 224 297 297 29715 198 198 198 259 259 25916 176 176 176 226 226 22618 141 141 141 175 175 17520 115 115 115 139 139 13922 95 95 95 113 113 11324 80 80 80 93 93 9325 73 73 73 85 85 8526 68 68 68 78 78 7828 58 58 58 67 67 6530 51 51 50 57 57 53
14 GA 14 332 332 332 427 427 42715 289 289 289 379 379 37916 253 253 253 328 328 32818 199 199 199 250 250 25020 160 160 160 196 196 19622 131 131 131 158 158 15824 110 110 110 130 130 12425 101 101 101 118 118 10926 93 93 92 108 108 9728 80 80 74 91 91 7730 69 69 60 78 78 62
12 GA 14 597 597 597 689 689 68915 511 511 511 598 598 59816 442 442 442 523 523 52318 340 340 340 410 410 41020 269 269 269 330 330 32222 219 219 219 266 266 24024 181 181 175 216 216 18425 166 166 154 196 196 16226 152 152 137 178 178 14428 130 130 109 150 150 11430 112 112 89 128 123 92
Load Tables for 8 x 2.75 Z four spanSectionD x B Span [ft]
FOUR SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load[lb/ft] Stress Load
[lb/ft]
Deflection Load[lb/ft]
8 x 2.75 Z L/180 L/240 L/180 L/240
16 GA 14 236 236 236 306 306 30615 210 210 210 270 270 27016 187 187 187 238 238 23818 151 151 151 189 189 18920 124 124 124 151 151 15122 104 104 104 124 124 12224 88 88 88 103 103 9325 81 81 78 94 94 8226 75 75 69 86 86 7328 65 65 55 74 74 5830 56 56 45 64 62 47
14 GA 14 340 340 340 440 440 44015 297 297 297 391 391 39116 261 261 261 337 337 33718 205 205 205 257 257 25720 166 166 166 202 202 19322 136 136 136 163 163 14424 114 114 105 134 134 11025 104 104 93 122 122 9726 96 96 82 112 112 8628 82 82 66 95 91 6930 71 71 53 81 74 55
12 GA 14 656 656 656 767 767 76715 563 563 563 665 665 66516 487 487 487 582 582 57118 376 376 375 457 457 39720 298 298 272 367 367 28722 242 242 203 294 285 21424 201 201 156 239 218 16425 184 183 137 217 192 14426 169 163 122 198 170 12828 144 130 97 166 136 10230 124 105 79 142 110 82
AEP Span Cees and Zees Structural Sections
6362 January 2005
Load Tables for 9 x 3 Z four spanSectionD x B Span [ft]
FOUR SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
9 x 3 Z L/180 L/240 L/180 L/240
16 GA 14 219 219 219 278 278 27815 195 195 195 246 246 24616 175 175 175 219 219 21918 143 143 143 176 176 17620 118 118 118 144 144 14422 99 99 99 119 119 11924 84 84 84 99 99 9925 78 78 78 91 91 9126 73 73 73 84 84 8428 63 63 63 72 72 7230 55 55 55 62 62 62
14 GA 14 333 333 333 441 441 44115 294 294 294 385 385 38516 262 262 262 337 337 33718 210 210 210 261 261 26120 171 171 171 208 208 20822 142 142 142 169 169 16924 119 119 119 140 140 14025 110 110 110 128 128 12826 101 101 101 117 117 11528 87 87 87 100 100 9230 76 76 71 86 86 74
12 GA 14 690 690 690 819 819 81915 593 593 593 711 711 71116 514 514 514 622 622 62218 398 398 398 488 488 48820 316 316 316 393 393 38422 257 257 257 312 312 28624 213 213 208 254 254 21925 195 195 184 230 230 19326 180 180 163 210 210 17128 153 153 130 177 177 13630 132 132 106 151 147 110
Load Tables for 9 x 2.25 Z
Section D x B Span [ft]
FOUR SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
9 x 2.25 Z L/180 L/240 L/180 L/240
16 GA 14 226 226 226 283 283 28315 202 202 202 251 251 25116 182 182 182 225 225 22518 150 150 150 182 182 18220 125 125 125 150 150 15022 105 105 105 125 125 12524 90 90 90 106 106 10625 83 83 83 97 97 9726 77 77 77 90 90 8628 67 67 66 77 77 6930 59 59 53 67 67 55
14 GA 14 344 344 344 449 449 44915 305 305 305 394 394 39416 272 272 272 348 348 34818 219 219 219 273 273 27320 180 180 180 218 218 21822 150 150 150 178 178 17024 126 126 124 148 148 13025 116 116 110 135 135 11526 108 108 97 124 124 10228 93 93 78 106 106 8130 81 81 63 91 87 66
12 GA 14 681 681 681 807 807 80715 585 585 585 700 700 70016 508 508 508 613 613 61318 392 392 392 481 481 47120 312 312 312 387 387 34022 254 254 241 308 308 25324 210 210 184 250 250 19425 193 193 163 227 227 17126 177 177 144 207 202 15128 151 151 115 175 161 12130 130 124 93 149 130 97
four span
AEP Span Cees and Zees Structural Sections
6362 January 2005
Load Tables for 9 x 3 Z four spanSectionD x B Span [ft]
FOUR SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
9 x 3 Z L/180 L/240 L/180 L/240
16 GA 14 219 219 219 278 278 27815 195 195 195 246 246 24616 175 175 175 219 219 21918 143 143 143 176 176 17620 118 118 118 144 144 14422 99 99 99 119 119 11924 84 84 84 99 99 9925 78 78 78 91 91 9126 73 73 73 84 84 8428 63 63 63 72 72 7230 55 55 55 62 62 62
14 GA 14 333 333 333 441 441 44115 294 294 294 385 385 38516 262 262 262 337 337 33718 210 210 210 261 261 26120 171 171 171 208 208 20822 142 142 142 169 169 16924 119 119 119 140 140 14025 110 110 110 128 128 12826 101 101 101 117 117 11528 87 87 87 100 100 9230 76 76 71 86 86 74
12 GA 14 690 690 690 819 819 81915 593 593 593 711 711 71116 514 514 514 622 622 62218 398 398 398 488 488 48820 316 316 316 393 393 38422 257 257 257 312 312 28624 213 213 208 254 254 21925 195 195 184 230 230 19326 180 180 163 210 210 17128 153 153 130 177 177 13630 132 132 106 151 147 110
Load Tables for 9 x 2.25 Z
Section D x B Span [ft]
FOUR SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
9 x 2.25 Z L/180 L/240 L/180 L/240
16 GA 14 226 226 226 283 283 28315 202 202 202 251 251 25116 182 182 182 225 225 22518 150 150 150 182 182 18220 125 125 125 150 150 15022 105 105 105 125 125 12524 90 90 90 106 106 10625 83 83 83 97 97 9726 77 77 77 90 90 8628 67 67 66 77 77 6930 59 59 53 67 67 55
14 GA 14 344 344 344 449 449 44915 305 305 305 394 394 39416 272 272 272 348 348 34818 219 219 219 273 273 27320 180 180 180 218 218 21822 150 150 150 178 178 17024 126 126 124 148 148 13025 116 116 110 135 135 11526 108 108 97 124 124 10228 93 93 78 106 106 8130 81 81 63 91 87 66
12 GA 14 681 681 681 807 807 80715 585 585 585 700 700 70016 508 508 508 613 613 61318 392 392 392 481 481 47120 312 312 312 387 387 34022 254 254 241 308 308 25324 210 210 184 250 250 19425 193 193 163 227 227 17126 177 177 144 207 202 15128 151 151 115 175 161 12130 130 124 93 149 130 97
four span
AEP Span Cees and Zees Structural Sections
6564 January 2005
Load Tables for 10 x 2.5 Z four spanSectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 2.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
16 GA 14 208 208 208 258 258 258 257 257 257 301 301 30115 187 187 187 231 231 231 230 230 230 272 272 27216 169 169 169 207 207 207 206 206 206 247 247 24718 140 140 140 170 170 170 169 169 169 207 207 20720 118 118 118 141 141 141 140 140 140 171 171 17122 100 100 100 118 118 118 118 118 118 142 142 14224 86 86 86 101 101 101 100 100 100 120 120 12025 80 80 80 93 93 93 93 93 93 110 110 11026 74 74 74 87 87 87 86 86 86 101 101 10128 65 65 65 75 75 75 74 74 74 86 86 8630 57 57 57 65 65 65 65 65 65 74 74 74
14 GA 14 323 323 323 415 415 415 413 413 413 444 444 44415 288 288 288 367 367 367 365 365 365 398 398 39816 258 258 258 326 326 326 324 324 324 359 359 35918 210 210 210 261 261 261 260 260 260 297 297 29720 173 173 173 213 213 213 211 211 211 249 249 24922 145 145 145 174 174 174 173 173 173 211 211 21124 123 123 123 145 145 145 144 144 144 173 173 17325 114 114 114 133 133 133 133 133 133 158 158 15426 106 106 106 123 123 123 122 122 122 144 144 13728 92 92 92 105 105 105 104 104 104 122 122 10930 80 80 80 91 91 85 90 90 86 104 104 88
12 GA 14 749 749 749 923 923 923 927 927 927 924 924 92415 647 647 647 801 801 801 804 804 804 816 816 81616 564 564 564 701 701 701 704 704 704 719 719 71918 439 439 439 550 550 550 552 552 552 564 564 56420 351 351 351 436 436 436 433 433 433 454 454 45422 286 286 286 348 348 328 346 346 331 373 373 34124 238 238 238 284 284 251 282 282 253 312 312 26125 218 218 213 258 258 222 257 257 223 286 286 23026 201 201 189 236 236 196 235 235 198 264 264 20428 172 172 151 199 199 156 198 198 157 227 216 16230 148 148 122 170 169 126 169 169 127 197 175 131
Load Tables for 10 x 2.25 Z
SectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 2.25 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 338 338 338 425 425 425 424 424 424 478 478 47815 303 303 303 379 379 379 377 377 377 431 431 43116 273 273 273 339 339 339 337 337 337 390 390 39018 224 224 224 275 275 275 273 273 273 325 325 32520 187 187 187 226 226 226 225 225 225 274 274 27422 158 158 158 189 189 189 188 188 188 228 228 22624 135 135 135 160 160 160 159 159 159 189 189 17325 125 125 125 147 147 147 146 146 146 173 173 15226 116 116 116 136 136 130 135 135 131 158 158 13528 101 101 100 116 116 104 116 116 104 134 134 10730 89 89 81 101 101 84 100 100 84 115 115 87
four span
AEP Span Cees and Zees Structural Sections
6564 January 2005
Load Tables for 10 x 2.5 Z four spanSectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 2.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
16 GA 14 208 208 208 258 258 258 257 257 257 301 301 30115 187 187 187 231 231 231 230 230 230 272 272 27216 169 169 169 207 207 207 206 206 206 247 247 24718 140 140 140 170 170 170 169 169 169 207 207 20720 118 118 118 141 141 141 140 140 140 171 171 17122 100 100 100 118 118 118 118 118 118 142 142 14224 86 86 86 101 101 101 100 100 100 120 120 12025 80 80 80 93 93 93 93 93 93 110 110 11026 74 74 74 87 87 87 86 86 86 101 101 10128 65 65 65 75 75 75 74 74 74 86 86 8630 57 57 57 65 65 65 65 65 65 74 74 74
14 GA 14 323 323 323 415 415 415 413 413 413 444 444 44415 288 288 288 367 367 367 365 365 365 398 398 39816 258 258 258 326 326 326 324 324 324 359 359 35918 210 210 210 261 261 261 260 260 260 297 297 29720 173 173 173 213 213 213 211 211 211 249 249 24922 145 145 145 174 174 174 173 173 173 211 211 21124 123 123 123 145 145 145 144 144 144 173 173 17325 114 114 114 133 133 133 133 133 133 158 158 15426 106 106 106 123 123 123 122 122 122 144 144 13728 92 92 92 105 105 105 104 104 104 122 122 10930 80 80 80 91 91 85 90 90 86 104 104 88
12 GA 14 749 749 749 923 923 923 927 927 927 924 924 92415 647 647 647 801 801 801 804 804 804 816 816 81616 564 564 564 701 701 701 704 704 704 719 719 71918 439 439 439 550 550 550 552 552 552 564 564 56420 351 351 351 436 436 436 433 433 433 454 454 45422 286 286 286 348 348 328 346 346 331 373 373 34124 238 238 238 284 284 251 282 282 253 312 312 26125 218 218 213 258 258 222 257 257 223 286 286 23026 201 201 189 236 236 196 235 235 198 264 264 20428 172 172 151 199 199 156 198 198 157 227 216 16230 148 148 122 170 169 126 169 169 127 197 175 131
Load Tables for 10 x 2.25 Z
SectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 2.25 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 338 338 338 425 425 425 424 424 424 478 478 47815 303 303 303 379 379 379 377 377 377 431 431 43116 273 273 273 339 339 339 337 337 337 390 390 39018 224 224 224 275 275 275 273 273 273 325 325 32520 187 187 187 226 226 226 225 225 225 274 274 27422 158 158 158 189 189 189 188 188 188 228 228 22624 135 135 135 160 160 160 159 159 159 189 189 17325 125 125 125 147 147 147 146 146 146 173 173 15226 116 116 116 136 136 130 135 135 131 158 158 13528 101 101 100 116 116 104 116 116 104 134 134 10730 89 89 81 101 101 84 100 100 84 115 115 87
four span
AEP Span Cees and Zees Structural Sections
6766 January 2005
Load Tables for 10 x 3.5 Z
SectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 3.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 326 326 326 417 417 417 415 415 415 451 451 45115 291 291 291 369 369 369 368 368 368 405 405 40516 261 261 261 329 329 329 327 327 327 366 366 36618 213 213 213 264 264 264 263 263 263 302 302 30220 176 176 176 216 216 216 214 214 214 254 254 25422 148 148 148 178 178 178 177 177 177 215 215 21524 126 126 126 148 148 148 147 147 147 177 177 17725 116 116 116 136 136 136 135 135 135 161 161 16126 108 108 108 125 125 125 125 125 125 147 147 14728 93 93 93 107 107 107 107 107 107 124 124 12430 82 82 82 93 93 93 92 92 92 106 106 106
12 GA 14 757 757 757 937 937 937 941 941 941 936 936 93615 654 654 654 812 812 812 816 816 816 826 826 82616 571 571 571 711 711 711 714 714 714 729 729 72918 444 444 444 558 558 558 560 560 560 572 572 57220 355 355 355 441 441 441 438 438 438 461 461 46122 290 290 290 352 352 352 350 350 350 378 378 37824 241 241 241 288 288 288 286 286 286 316 316 31625 221 221 221 262 262 262 260 260 260 291 291 28026 204 204 204 239 239 239 238 238 238 268 268 24828 174 174 174 202 202 190 201 201 192 230 230 19730 150 150 148 173 173 154 172 172 155 199 199 159
four spanLoad Tables for 10 x 3.25 Z
SectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 3.25 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 338 338 338 425 425 425 423 423 423 477 477 47715 303 303 303 378 378 378 376 376 376 429 429 42916 272 272 272 338 338 338 336 336 336 389 389 38918 224 224 224 274 274 274 273 273 273 323 323 32320 186 186 186 226 226 226 224 224 224 273 273 27322 157 157 157 189 189 189 187 187 187 228 228 22824 134 134 134 159 159 159 158 158 158 188 188 18825 125 125 125 146 146 146 145 145 145 172 172 17226 116 116 116 135 135 135 134 134 134 158 158 15828 101 101 101 116 116 116 115 115 115 134 134 13130 88 88 88 101 101 101 100 100 100 115 115 106
12 GA 14 809 809 809 1021 1021 1021 1025 1025 1025 1005 1005 100515 700 700 700 885 885 885 889 889 889 889 889 88916 612 612 612 775 775 775 778 778 778 792 792 79218 478 478 478 608 608 608 605 605 605 624 624 62420 383 383 383 475 475 475 472 472 472 502 502 50222 314 314 314 380 380 380 378 378 378 412 412 41024 261 261 261 311 311 302 309 309 305 345 345 31425 240 240 240 283 283 267 281 281 269 317 317 27626 221 221 221 259 259 236 257 257 238 292 292 24528 189 189 181 219 219 188 217 217 189 251 251 19530 163 163 147 187 187 152 186 186 153 217 210 158
four span
AEP Span Cees and Zees Structural Sections
6766 January 2005
Load Tables for 10 x 3.5 Z
SectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 3.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 326 326 326 417 417 417 415 415 415 451 451 45115 291 291 291 369 369 369 368 368 368 405 405 40516 261 261 261 329 329 329 327 327 327 366 366 36618 213 213 213 264 264 264 263 263 263 302 302 30220 176 176 176 216 216 216 214 214 214 254 254 25422 148 148 148 178 178 178 177 177 177 215 215 21524 126 126 126 148 148 148 147 147 147 177 177 17725 116 116 116 136 136 136 135 135 135 161 161 16126 108 108 108 125 125 125 125 125 125 147 147 14728 93 93 93 107 107 107 107 107 107 124 124 12430 82 82 82 93 93 93 92 92 92 106 106 106
12 GA 14 757 757 757 937 937 937 941 941 941 936 936 93615 654 654 654 812 812 812 816 816 816 826 826 82616 571 571 571 711 711 711 714 714 714 729 729 72918 444 444 444 558 558 558 560 560 560 572 572 57220 355 355 355 441 441 441 438 438 438 461 461 46122 290 290 290 352 352 352 350 350 350 378 378 37824 241 241 241 288 288 288 286 286 286 316 316 31625 221 221 221 262 262 262 260 260 260 291 291 28026 204 204 204 239 239 239 238 238 238 268 268 24828 174 174 174 202 202 190 201 201 192 230 230 19730 150 150 148 173 173 154 172 172 155 199 199 159
four spanLoad Tables for 10 x 3.25 Z
SectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 3.25 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 338 338 338 425 425 425 423 423 423 477 477 47715 303 303 303 378 378 378 376 376 376 429 429 42916 272 272 272 338 338 338 336 336 336 389 389 38918 224 224 224 274 274 274 273 273 273 323 323 32320 186 186 186 226 226 226 224 224 224 273 273 27322 157 157 157 189 189 189 187 187 187 228 228 22824 134 134 134 159 159 159 158 158 158 188 188 18825 125 125 125 146 146 146 145 145 145 172 172 17226 116 116 116 135 135 135 134 134 134 158 158 15828 101 101 101 116 116 116 115 115 115 134 134 13130 88 88 88 101 101 101 100 100 100 115 115 106
12 GA 14 809 809 809 1021 1021 1021 1025 1025 1025 1005 1005 100515 700 700 700 885 885 885 889 889 889 889 889 88916 612 612 612 775 775 775 778 778 778 792 792 79218 478 478 478 608 608 608 605 605 605 624 624 62420 383 383 383 475 475 475 472 472 472 502 502 50222 314 314 314 380 380 380 378 378 378 412 412 41024 261 261 261 311 311 302 309 309 305 345 345 31425 240 240 240 283 283 267 281 281 269 317 317 27626 221 221 221 259 259 236 257 257 238 292 292 24528 189 189 181 219 219 188 217 217 189 251 251 19530 163 163 147 187 187 152 186 186 153 217 210 158
four span
AEP Span Cees and Zees Structural Sections
6968 January 2005
Load Tables for 12 x 2.25 Z four spanSectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
12 X 2.25 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 306 306 306 368 368 368 366 366 366 446 446 44615 277 277 277 331 331 331 330 330 330 399 399 39916 253 253 253 300 300 300 299 299 299 359 359 35918 213 213 213 250 250 250 249 249 249 296 296 29620 182 182 182 212 212 212 211 211 211 248 248 24822 156 156 156 181 181 181 180 180 180 211 211 21124 136 136 136 156 156 156 156 156 156 181 181 18125 127 127 127 146 146 146 145 145 145 168 168 16826 119 119 119 136 136 136 136 136 136 157 157 15728 105 105 105 120 120 120 119 119 119 137 137 13730 93 93 93 106 106 106 105 105 105 120 120 120
12 GA 14 832 832 832 1108 1108 1108 1102 1102 1102 1093 1093 109315 734 734 734 968 968 968 962 962 962 975 975 97516 652 652 652 845 845 845 839 839 839 875 875 87518 523 523 523 655 655 655 650 650 650 716 716 71620 427 427 427 521 521 521 517 517 517 596 596 59622 353 353 353 423 423 423 420 420 420 489 489 48924 296 296 296 350 350 350 348 348 348 409 409 40125 273 273 273 320 320 320 318 318 318 376 376 35326 252 252 252 294 294 294 292 292 292 347 347 31328 217 217 217 250 250 240 248 248 242 292 292 24930 188 188 188 215 215 194 214 214 196 248 248 201
Load Tables for 10 x 4 Z
SectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 4 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
12 GA 14 798 798 798 1003 1003 1003 1008 1008 1008 991 991 99115 691 691 691 870 870 870 874 874 874 876 876 87616 604 604 604 762 762 762 765 765 765 781 781 78118 471 471 471 597 597 597 596 596 596 613 613 61320 377 377 377 468 468 468 465 465 465 493 493 49322 309 309 309 374 374 374 372 372 372 405 405 40524 257 257 257 306 306 306 304 304 304 339 339 33925 236 236 236 279 279 279 277 277 277 311 311 30426 217 217 217 255 255 255 253 253 253 287 287 27028 186 186 186 215 215 207 214 214 209 246 246 21530 161 161 161 184 184 168 183 183 169 214 214 174
four span
AEP Span Cees and Zees Structural Sections
6968 January 2005
Load Tables for 12 x 2.25 Z four spanSectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
12 X 2.25 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 306 306 306 368 368 368 366 366 366 446 446 44615 277 277 277 331 331 331 330 330 330 399 399 39916 253 253 253 300 300 300 299 299 299 359 359 35918 213 213 213 250 250 250 249 249 249 296 296 29620 182 182 182 212 212 212 211 211 211 248 248 24822 156 156 156 181 181 181 180 180 180 211 211 21124 136 136 136 156 156 156 156 156 156 181 181 18125 127 127 127 146 146 146 145 145 145 168 168 16826 119 119 119 136 136 136 136 136 136 157 157 15728 105 105 105 120 120 120 119 119 119 137 137 13730 93 93 93 106 106 106 105 105 105 120 120 120
12 GA 14 832 832 832 1108 1108 1108 1102 1102 1102 1093 1093 109315 734 734 734 968 968 968 962 962 962 975 975 97516 652 652 652 845 845 845 839 839 839 875 875 87518 523 523 523 655 655 655 650 650 650 716 716 71620 427 427 427 521 521 521 517 517 517 596 596 59622 353 353 353 423 423 423 420 420 420 489 489 48924 296 296 296 350 350 350 348 348 348 409 409 40125 273 273 273 320 320 320 318 318 318 376 376 35326 252 252 252 294 294 294 292 292 292 347 347 31328 217 217 217 250 250 240 248 248 242 292 292 24930 188 188 188 215 215 194 214 214 196 248 248 201
Load Tables for 10 x 4 Z
SectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 4 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
12 GA 14 798 798 798 1003 1003 1003 1008 1008 1008 991 991 99115 691 691 691 870 870 870 874 874 874 876 876 87616 604 604 604 762 762 762 765 765 765 781 781 78118 471 471 471 597 597 597 596 596 596 613 613 61320 377 377 377 468 468 468 465 465 465 493 493 49322 309 309 309 374 374 374 372 372 372 405 405 40524 257 257 257 306 306 306 304 304 304 339 339 33925 236 236 236 279 279 279 277 277 277 311 311 30426 217 217 217 255 255 255 253 253 253 287 287 27028 186 186 186 215 215 207 214 214 209 246 246 21530 161 161 161 184 184 168 183 183 169 214 214 174
four span
AEP Span Cees and Zees Structural Sections
7170 January 2005
Load Tables for 12 x 3.5 Z
SectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
12 X 3.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 300 300 300 364 364 364 363 363 363 446 446 446
15 271 271 271 327 327 327 326 326 326 398 398 398
16 247 247 247 296 296 296 295 295 295 357 357 357
18 206 206 206 245 245 245 244 244 244 293 293 293
20 175 175 175 206 206 206 205 205 205 244 244 244
22 150 150 150 175 175 175 174 174 174 206 206 206
24 130 130 130 150 150 150 150 150 150 176 176 176
25 121 121 121 140 140 140 139 139 139 163 163 163
26 113 113 113 130 130 130 130 130 130 151 151 151
28 99 99 99 114 114 114 113 113 113 131 131 131
30 88 88 88 100 100 100 100 100 100 114 114 114
12 GA 14 833 833 833 1109 1109 1109 1103 1103 1103 1095 1095 1095
15 735 735 735 970 970 970 963 963 963 977 977 977
16 653 653 653 846 846 846 840 840 840 877 877 877
18 524 524 524 656 656 656 652 652 652 718 718 718
20 428 428 428 522 522 522 519 519 519 598 598 598
22 354 354 354 424 424 424 421 421 421 491 491 491
24 297 297 297 351 351 351 348 348 348 410 410 410
25 274 274 274 321 321 321 319 319 319 377 377 377
26 253 253 253 294 294 294 293 293 293 348 348 348
28 217 217 217 251 251 251 249 249 249 292 292 292
30 189 189 189 216 216 216 214 214 214 249 249 244
four spanLoad Tables for 12 x 2.5 Z
SectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
12 X 2.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 297 297 297 363 363 363 361 361 361 440 440 440
15 269 269 269 326 326 326 324 324 324 397 397 397
16 244 244 244 294 294 294 293 293 293 356 356 356
18 204 204 204 243 243 243 242 242 242 292 292 292
20 172 172 172 204 204 204 203 203 203 243 243 243
22 147 147 147 173 173 173 172 172 172 204 204 204
24 127 127 127 148 148 148 147 147 147 174 174 174
25 119 119 119 138 138 138 137 137 137 161 161 161
26 111 111 111 128 128 128 127 127 127 149 149 149
28 97 97 97 112 112 112 111 111 111 129 129 129
30 86 86 86 98 98 98 97 97 97 112 112 112
12 GA 14 827 827 827 1104 1104 1104 1098 1098 1098 1084 1084 1084
15 729 729 729 964 964 964 957 957 957 966 966 966
16 648 648 648 839 839 839 833 833 833 867 867 867
18 519 519 519 650 650 650 645 645 645 710 710 710
20 423 423 423 516 516 516 513 513 513 589 589 589
22 350 350 350 419 419 419 416 416 416 483 483 483
24 293 293 293 346 346 346 344 344 344 404 404 404
25 270 270 270 317 317 317 315 315 315 371 371 357
26 249 249 249 291 291 291 289 289 289 342 342 316
28 215 215 215 247 247 243 246 246 245 289 289 252
30 186 186 186 213 213 197 211 211 198 245 245 203
four span
AEP Span Cees and Zees Structural Sections
7170 January 2005
Load Tables for 12 x 3.5 Z
SectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
12 X 3.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 300 300 300 364 364 364 363 363 363 446 446 446
15 271 271 271 327 327 327 326 326 326 398 398 398
16 247 247 247 296 296 296 295 295 295 357 357 357
18 206 206 206 245 245 245 244 244 244 293 293 293
20 175 175 175 206 206 206 205 205 205 244 244 244
22 150 150 150 175 175 175 174 174 174 206 206 206
24 130 130 130 150 150 150 150 150 150 176 176 176
25 121 121 121 140 140 140 139 139 139 163 163 163
26 113 113 113 130 130 130 130 130 130 151 151 151
28 99 99 99 114 114 114 113 113 113 131 131 131
30 88 88 88 100 100 100 100 100 100 114 114 114
12 GA 14 833 833 833 1109 1109 1109 1103 1103 1103 1095 1095 1095
15 735 735 735 970 970 970 963 963 963 977 977 977
16 653 653 653 846 846 846 840 840 840 877 877 877
18 524 524 524 656 656 656 652 652 652 718 718 718
20 428 428 428 522 522 522 519 519 519 598 598 598
22 354 354 354 424 424 424 421 421 421 491 491 491
24 297 297 297 351 351 351 348 348 348 410 410 410
25 274 274 274 321 321 321 319 319 319 377 377 377
26 253 253 253 294 294 294 293 293 293 348 348 348
28 217 217 217 251 251 251 249 249 249 292 292 292
30 189 189 189 216 216 216 214 214 214 249 249 244
four spanLoad Tables for 12 x 2.5 Z
SectionD x B
Span[ft]
FOUR SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
12 X 2.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 297 297 297 363 363 363 361 361 361 440 440 440
15 269 269 269 326 326 326 324 324 324 397 397 397
16 244 244 244 294 294 294 293 293 293 356 356 356
18 204 204 204 243 243 243 242 242 242 292 292 292
20 172 172 172 204 204 204 203 203 203 243 243 243
22 147 147 147 173 173 173 172 172 172 204 204 204
24 127 127 127 148 148 148 147 147 147 174 174 174
25 119 119 119 138 138 138 137 137 137 161 161 161
26 111 111 111 128 128 128 127 127 127 149 149 149
28 97 97 97 112 112 112 111 111 111 129 129 129
30 86 86 86 98 98 98 97 97 97 112 112 112
12 GA 14 827 827 827 1104 1104 1104 1098 1098 1098 1084 1084 1084
15 729 729 729 964 964 964 957 957 957 966 966 966
16 648 648 648 839 839 839 833 833 833 867 867 867
18 519 519 519 650 650 650 645 645 645 710 710 710
20 423 423 423 516 516 516 513 513 513 589 589 589
22 350 350 350 419 419 419 416 416 416 483 483 483
24 293 293 293 346 346 346 344 344 344 404 404 404
25 270 270 270 317 317 317 315 315 315 371 371 357
26 249 249 249 291 291 291 289 289 289 342 342 316
28 215 215 215 247 247 243 246 246 245 289 289 252
30 186 186 186 213 213 197 211 211 198 245 245 203
four span
AEP Span Cees and Zees Structural Sections
7372 January 2005
Load Tables for 8 x 2.5 Z six spanSectionD x B
Span [ft]
SIX SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
8 x 2.5 Z L/180 L/240 L/180 L/240
16 GA 14 226 226 226 279 279 27915 200 200 200 246 246 24616 177 177 177 218 218 21818 142 142 142 174 174 17420 116 116 116 141 141 14122 96 96 96 114 114 10824 80 80 79 94 94 8325 74 74 70 86 86 7326 68 68 62 79 79 6528 59 59 50 67 67 5230 51 51 40 58 56 42
14 GA 14 321 321 321 399 399 39915 279 279 279 347 347 34716 244 244 244 304 304 30418 191 191 191 239 239 23720 153 153 153 189 189 17222 125 125 122 151 151 12824 104 104 94 124 124 9825 96 96 83 113 113 8626 88 88 73 103 102 7728 75 75 59 87 81 6130 65 63 48 75 66 49
12 GA 14 600 600 600 671 671 67115 513 513 513 582 582 58216 444 444 444 510 510 50718 341 341 335 400 400 35320 270 270 243 322 322 25522 219 219 182 265 254 19024 181 181 139 217 194 14625 166 164 123 197 171 12826 153 146 109 179 152 11428 130 116 87 151 121 9130 112 94 71 128 98 73
Load Tables for 6 x 2.25 Z and 6 x 2.5 Z
SectionD x B
Span [ft]
SIX SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
6 x 2.25 Z L/180 L/240 L/180 L/240
16 GA 14 205 205 205 240 240 21715 176 176 167 208 208 17616 153 153 137 182 182 14418 119 119 95 143 134 10020 94 92 69 115 97 7322 77 69 52 93 72 5424 64 53 40 76 55 4125 58 47 35 69 49 3726 54 41 31 63 43 3228 46 33 25 53 34 2630 39 27 20 45 28 21
six span
SectionD x B
Span [ft]
SIX SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
6 x 2.5 Z L/180 L/240 L/180 L/240
16 GA 14 192 192 192 222 222 22215 165 165 165 192 192 18016 143 143 140 168 168 14818 110 110 98 132 132 10320 88 88 71 106 99 7422 71 71 53 87 74 5524 59 54 41 71 57 4225 54 48 36 64 50 3726 50 42 32 58 44 3328 42 34 25 49 35 2630 36 27 21 42 29 21
14 GA 14 243 243 243 270 270 26315 207 207 202 234 234 21316 179 179 166 205 205 17518 138 138 116 161 161 12220 109 109 84 129 117 8822 88 83 63 106 87 6624 73 64 48 87 67 5025 67 56 42 79 59 4426 61 50 38 72 52 3928 52 40 30 60 42 3130 45 32 24 51 34 25
AEP Span Cees and Zees Structural Sections
7372 January 2005
Load Tables for 8 x 2.5 Z six spanSectionD x B
Span [ft]
SIX SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
8 x 2.5 Z L/180 L/240 L/180 L/240
16 GA 14 226 226 226 279 279 27915 200 200 200 246 246 24616 177 177 177 218 218 21818 142 142 142 174 174 17420 116 116 116 141 141 14122 96 96 96 114 114 10824 80 80 79 94 94 8325 74 74 70 86 86 7326 68 68 62 79 79 6528 59 59 50 67 67 5230 51 51 40 58 56 42
14 GA 14 321 321 321 399 399 39915 279 279 279 347 347 34716 244 244 244 304 304 30418 191 191 191 239 239 23720 153 153 153 189 189 17222 125 125 122 151 151 12824 104 104 94 124 124 9825 96 96 83 113 113 8626 88 88 73 103 102 7728 75 75 59 87 81 6130 65 63 48 75 66 49
12 GA 14 600 600 600 671 671 67115 513 513 513 582 582 58216 444 444 444 510 510 50718 341 341 335 400 400 35320 270 270 243 322 322 25522 219 219 182 265 254 19024 181 181 139 217 194 14625 166 164 123 197 171 12826 153 146 109 179 152 11428 130 116 87 151 121 9130 112 94 71 128 98 73
Load Tables for 6 x 2.25 Z and 6 x 2.5 Z
SectionD x B
Span [ft]
SIX SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
6 x 2.25 Z L/180 L/240 L/180 L/240
16 GA 14 205 205 205 240 240 21715 176 176 167 208 208 17616 153 153 137 182 182 14418 119 119 95 143 134 10020 94 92 69 115 97 7322 77 69 52 93 72 5424 64 53 40 76 55 4125 58 47 35 69 49 3726 54 41 31 63 43 3228 46 33 25 53 34 2630 39 27 20 45 28 21
six span
SectionD x B
Span [ft]
SIX SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
6 x 2.5 Z L/180 L/240 L/180 L/240
16 GA 14 192 192 192 222 222 22215 165 165 165 192 192 18016 143 143 140 168 168 14818 110 110 98 132 132 10320 88 88 71 106 99 7422 71 71 53 87 74 5524 59 54 41 71 57 4225 54 48 36 64 50 3726 50 42 32 58 44 3328 42 34 25 49 35 2630 36 27 21 42 29 21
14 GA 14 243 243 243 270 270 26315 207 207 202 234 234 21316 179 179 166 205 205 17518 138 138 116 161 161 12220 109 109 84 129 117 8822 88 83 63 106 87 6624 73 64 48 87 67 5025 67 56 42 79 59 4426 61 50 38 72 52 3928 52 40 30 60 42 3130 45 32 24 51 34 25
AEP Span Cees and Zees Structural Sections
7574 January 2005
Load Tables for 8 x 3.5 Z six spanSectionD x B
Span [ft]
SIX SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
8 x 3.5 Z L/180 L/240 L/180 L/240
16 GA 14 227 227 227 280 280 280
15 201 201 201 247 247 247
16 178 178 178 219 219 219
18 143 143 143 175 175 175
20 117 117 117 142 142 142
22 96 96 96 115 115 115
24 81 81 81 95 95 95
25 74 74 74 87 87 87
26 69 69 69 80 80 80
28 59 59 59 68 68 64
30 51 51 50 58 58 52
14 GA 14 338 338 338 417 417 417
15 294 294 294 364 364 364
16 258 258 258 320 320 320
18 202 202 202 252 252 252
20 163 163 163 200 200 200
22 134 134 134 161 161 158
24 111 111 111 132 132 121
25 102 102 102 120 120 107
26 94 94 91 110 110 95
28 81 81 72 93 93 75
30 70 70 59 80 80 61
12 GA 14 607 607 607 680 680 680
15 519 519 519 590 590 590
16 449 449 449 516 516 516
18 345 345 345 405 405 405
20 274 274 274 326 326 315
22 222 222 222 268 268 235
24 184 184 172 220 220 180
25 168 168 152 199 199 159
26 154 154 135 182 182 141
28 132 132 108 153 149 112
30 114 114 87 130 121 91
Load Tables for 8 x 2.75 Z
SectionD x B
Span [ft]
SIX SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
8 x 2.75 Z L/180 L/240 L/180 L/240
16 GA 14 240 240 240 295 295 295
15 213 213 213 262 262 262
16 190 190 190 233 233 233
18 154 154 154 188 188 188
20 126 126 126 154 154 154
22 105 105 105 126 126 119
24 89 89 87 105 105 91
25 82 82 77 96 96 80
26 76 76 68 88 88 71
28 66 66 55 75 75 57
30 57 57 44 65 61 46
14 GA 14 346 346 346 426 426 426
15 302 302 302 372 372 372
16 266 266 266 328 328 328
18 209 209 209 259 259 259
20 168 168 168 206 206 189
22 138 138 135 166 166 141
24 115 115 103 136 136 108
25 106 106 91 124 124 95
26 98 98 81 114 112 84
28 84 84 64 96 90 67
30 73 70 52 83 72 54
12 GA 14 668 668 668 756 756 756
15 572 572 572 656 656 656
16 495 495 495 574 574 557
18 382 382 369 451 451 388
20 303 303 267 363 363 280
22 246 246 200 298 279 209
24 204 204 153 243 213 160
25 186 180 135 221 188 141
26 171 160 120 201 167 125
28 146 128 96 169 133 100
30 126 103 78 144 108 81
six span
AEP Span Cees and Zees Structural Sections
7574 January 2005
Load Tables for 8 x 3.5 Z six spanSectionD x B
Span [ft]
SIX SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
8 x 3.5 Z L/180 L/240 L/180 L/240
16 GA 14 227 227 227 280 280 280
15 201 201 201 247 247 247
16 178 178 178 219 219 219
18 143 143 143 175 175 175
20 117 117 117 142 142 142
22 96 96 96 115 115 115
24 81 81 81 95 95 95
25 74 74 74 87 87 87
26 69 69 69 80 80 80
28 59 59 59 68 68 64
30 51 51 50 58 58 52
14 GA 14 338 338 338 417 417 417
15 294 294 294 364 364 364
16 258 258 258 320 320 320
18 202 202 202 252 252 252
20 163 163 163 200 200 200
22 134 134 134 161 161 158
24 111 111 111 132 132 121
25 102 102 102 120 120 107
26 94 94 91 110 110 95
28 81 81 72 93 93 75
30 70 70 59 80 80 61
12 GA 14 607 607 607 680 680 680
15 519 519 519 590 590 590
16 449 449 449 516 516 516
18 345 345 345 405 405 405
20 274 274 274 326 326 315
22 222 222 222 268 268 235
24 184 184 172 220 220 180
25 168 168 152 199 199 159
26 154 154 135 182 182 141
28 132 132 108 153 149 112
30 114 114 87 130 121 91
Load Tables for 8 x 2.75 Z
SectionD x B
Span [ft]
SIX SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
8 x 2.75 Z L/180 L/240 L/180 L/240
16 GA 14 240 240 240 295 295 295
15 213 213 213 262 262 262
16 190 190 190 233 233 233
18 154 154 154 188 188 188
20 126 126 126 154 154 154
22 105 105 105 126 126 119
24 89 89 87 105 105 91
25 82 82 77 96 96 80
26 76 76 68 88 88 71
28 66 66 55 75 75 57
30 57 57 44 65 61 46
14 GA 14 346 346 346 426 426 426
15 302 302 302 372 372 372
16 266 266 266 328 328 328
18 209 209 209 259 259 259
20 168 168 168 206 206 189
22 138 138 135 166 166 141
24 115 115 103 136 136 108
25 106 106 91 124 124 95
26 98 98 81 114 112 84
28 84 84 64 96 90 67
30 73 70 52 83 72 54
12 GA 14 668 668 668 756 756 756
15 572 572 572 656 656 656
16 495 495 495 574 574 557
18 382 382 369 451 451 388
20 303 303 267 363 363 280
22 246 246 200 298 279 209
24 204 204 153 243 213 160
25 186 180 135 221 188 141
26 171 160 120 201 167 125
28 146 128 96 169 133 100
30 126 103 78 144 108 81
six span
AEP Span Cees and Zees Structural Sections
7776 January 2005
Load Tables for 9 x 3 Z six spanSectionD x B
Span [ft]
SIX SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
9 x 3 Z L/180 L/240 L/180 L/240
16 GA 14 221 221 221 273 273 27315 198 198 198 243 243 24316 177 177 177 218 218 21818 145 145 145 177 177 17720 120 120 120 147 147 14722 101 101 101 121 121 12124 86 86 86 101 101 10125 79 79 79 93 93 9326 74 74 74 85 85 8528 64 64 64 73 73 7330 56 56 56 63 63 61
14 GA 14 338 338 338 416 416 41615 299 299 299 367 367 36716 266 266 266 326 326 32618 213 213 213 261 261 26120 174 174 174 212 212 21222 144 144 144 172 172 17224 121 121 121 142 142 14225 111 111 111 130 130 12726 103 103 103 119 119 11228 89 89 86 102 102 9030 77 77 70 87 87 73
12 GA 14 702 702 702 808 808 80815 603 603 603 701 701 70116 523 523 523 614 614 61418 404 404 404 482 482 48220 321 321 321 388 388 37522 261 261 261 318 318 28024 217 217 205 258 258 21425 198 198 181 235 235 18926 182 182 161 214 214 16828 156 156 128 180 178 13330 134 134 104 154 144 108
Load Tables for 9 x 2.25 Z
Section D x B
Span [ft]
SIX SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
9 x 2.25 Z L/180 L/240 L/180 L/240
16 GA 14 228 228 228 281 281 28115 205 205 205 251 251 25116 184 184 184 226 226 22618 151 151 151 185 185 18520 126 126 126 153 153 15322 107 107 107 128 128 12824 91 91 91 108 108 10825 84 84 84 99 99 9526 79 79 79 91 91 8428 68 68 64 79 79 6730 60 60 52 68 68 54
14 GA 14 349 349 349 430 430 43015 309 309 309 380 380 38016 276 276 276 339 339 33918 222 222 222 273 273 27320 182 182 182 223 223 22322 152 152 152 181 181 16724 128 128 122 150 150 12825 118 118 108 138 138 11226 109 109 96 127 127 10028 94 94 76 108 106 7930 82 82 62 93 86 64
12 GA 14 693 693 693 796 796 79615 595 595 595 691 691 69116 516 516 516 605 605 60518 399 399 399 475 475 45920 317 317 316 382 382 33222 258 258 236 313 313 24824 213 213 181 255 253 19025 196 196 160 231 223 16726 180 180 142 211 198 14828 153 151 113 178 157 11830 132 123 92 152 127 96
six span
AEP Span Cees and Zees Structural Sections
7776 January 2005
Load Tables for 9 x 3 Z six spanSectionD x B
Span [ft]
SIX SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
9 x 3 Z L/180 L/240 L/180 L/240
16 GA 14 221 221 221 273 273 27315 198 198 198 243 243 24316 177 177 177 218 218 21818 145 145 145 177 177 17720 120 120 120 147 147 14722 101 101 101 121 121 12124 86 86 86 101 101 10125 79 79 79 93 93 9326 74 74 74 85 85 8528 64 64 64 73 73 7330 56 56 56 63 63 61
14 GA 14 338 338 338 416 416 41615 299 299 299 367 367 36716 266 266 266 326 326 32618 213 213 213 261 261 26120 174 174 174 212 212 21222 144 144 144 172 172 17224 121 121 121 142 142 14225 111 111 111 130 130 12726 103 103 103 119 119 11228 89 89 86 102 102 9030 77 77 70 87 87 73
12 GA 14 702 702 702 808 808 80815 603 603 603 701 701 70116 523 523 523 614 614 61418 404 404 404 482 482 48220 321 321 321 388 388 37522 261 261 261 318 318 28024 217 217 205 258 258 21425 198 198 181 235 235 18926 182 182 161 214 214 16828 156 156 128 180 178 13330 134 134 104 154 144 108
Load Tables for 9 x 2.25 Z
Section D x B
Span [ft]
SIX SPAN
Long Lap Standard Lap
Stress Load[lb/ft]
Deflection Load [lb/ft] Stress Load[lb/ft]
Deflection Load [lb/ft]
9 x 2.25 Z L/180 L/240 L/180 L/240
16 GA 14 228 228 228 281 281 28115 205 205 205 251 251 25116 184 184 184 226 226 22618 151 151 151 185 185 18520 126 126 126 153 153 15322 107 107 107 128 128 12824 91 91 91 108 108 10825 84 84 84 99 99 9526 79 79 79 91 91 8428 68 68 64 79 79 6730 60 60 52 68 68 54
14 GA 14 349 349 349 430 430 43015 309 309 309 380 380 38016 276 276 276 339 339 33918 222 222 222 273 273 27320 182 182 182 223 223 22322 152 152 152 181 181 16724 128 128 122 150 150 12825 118 118 108 138 138 11226 109 109 96 127 127 10028 94 94 76 108 106 7930 82 82 62 93 86 64
12 GA 14 693 693 693 796 796 79615 595 595 595 691 691 69116 516 516 516 605 605 60518 399 399 399 475 475 45920 317 317 316 382 382 33222 258 258 236 313 313 24824 213 213 181 255 253 19025 196 196 160 231 223 16726 180 180 142 211 198 14828 153 151 113 178 157 11830 132 123 92 152 127 96
six span
AEP Span Cees and Zees Structural Sections
7978 January 2005
Load Tables for 10 x 2.5 Z
SectionD x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 2.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
16 GA 14 210 210 210 261 261 261 259 259 259 305 305 30515 189 189 189 233 233 233 233 233 233 276 276 27616 171 171 171 210 210 210 209 209 209 251 251 25118 142 142 142 172 172 172 171 171 171 210 210 21020 119 119 119 143 143 143 142 142 142 174 174 17422 101 101 101 120 120 120 120 120 120 145 145 14524 87 87 87 102 102 102 102 102 102 122 122 12225 81 81 81 95 95 95 94 94 94 112 112 11226 75 75 75 88 88 88 88 88 88 103 103 10328 66 66 66 76 76 76 76 76 76 88 88 8830 58 58 58 66 66 66 66 66 66 76 76 73
14 GA 14 327 327 327 420 420 420 403 403 403 450 450 45015 292 292 292 373 373 373 358 358 358 404 404 40416 261 261 261 332 332 332 321 321 321 365 365 36518 213 213 213 266 266 266 261 261 261 302 302 30220 176 176 176 217 217 217 215 215 215 253 253 25322 147 147 147 178 178 178 177 177 177 211 211 21124 125 125 125 148 148 148 147 147 147 176 176 17125 116 116 116 136 136 136 135 135 135 161 161 15126 107 107 107 125 125 125 124 124 124 147 147 13428 93 93 93 107 107 103 106 106 104 124 124 10630 81 81 81 92 92 83 90 90 82 106 106 86
12 GA 14 762 762 762 911 911 911 914 914 914 930 930 93015 658 658 658 790 790 790 793 793 793 808 808 80816 573 573 573 692 692 692 695 695 695 708 708 70818 446 446 446 543 543 543 545 545 545 556 556 55620 356 356 356 437 437 431 439 439 434 448 448 44522 291 291 291 354 354 322 352 352 324 368 368 33224 242 242 237 289 289 246 287 287 248 308 308 25425 222 222 209 263 263 217 261 261 219 283 283 22426 204 204 186 240 240 193 239 239 194 261 261 19928 174 174 148 202 202 153 202 202 154 224 211 15830 151 151 120 173 166 124 172 166 125 194 171 128
six spanLoad Tables for 10 x 2.25 Z
SectionD x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 2.25 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 342 342 342 431 431 431 421 421 421 485 485 48515 307 307 307 384 384 384 377 377 377 437 437 43716 276 276 276 344 344 344 339 339 339 396 396 39618 227 227 227 279 279 279 278 278 278 329 329 32920 189 189 189 230 230 230 229 229 229 278 278 27822 160 160 160 192 192 192 191 191 191 233 233 22024 137 137 137 163 163 163 162 162 162 193 193 16925 127 127 127 150 150 144 149 149 145 176 176 14926 118 118 118 138 138 128 137 137 128 162 162 13228 103 103 98 119 119 102 118 118 102 137 137 10530 90 90 80 103 103 82 102 102 83 118 113 85
six span
AEP Span Cees and Zees Structural Sections
7978 January 2005
Load Tables for 10 x 2.5 Z
SectionD x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 2.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
16 GA 14 210 210 210 261 261 261 259 259 259 305 305 30515 189 189 189 233 233 233 233 233 233 276 276 27616 171 171 171 210 210 210 209 209 209 251 251 25118 142 142 142 172 172 172 171 171 171 210 210 21020 119 119 119 143 143 143 142 142 142 174 174 17422 101 101 101 120 120 120 120 120 120 145 145 14524 87 87 87 102 102 102 102 102 102 122 122 12225 81 81 81 95 95 95 94 94 94 112 112 11226 75 75 75 88 88 88 88 88 88 103 103 10328 66 66 66 76 76 76 76 76 76 88 88 8830 58 58 58 66 66 66 66 66 66 76 76 73
14 GA 14 327 327 327 420 420 420 403 403 403 450 450 45015 292 292 292 373 373 373 358 358 358 404 404 40416 261 261 261 332 332 332 321 321 321 365 365 36518 213 213 213 266 266 266 261 261 261 302 302 30220 176 176 176 217 217 217 215 215 215 253 253 25322 147 147 147 178 178 178 177 177 177 211 211 21124 125 125 125 148 148 148 147 147 147 176 176 17125 116 116 116 136 136 136 135 135 135 161 161 15126 107 107 107 125 125 125 124 124 124 147 147 13428 93 93 93 107 107 103 106 106 104 124 124 10630 81 81 81 92 92 83 90 90 82 106 106 86
12 GA 14 762 762 762 911 911 911 914 914 914 930 930 93015 658 658 658 790 790 790 793 793 793 808 808 80816 573 573 573 692 692 692 695 695 695 708 708 70818 446 446 446 543 543 543 545 545 545 556 556 55620 356 356 356 437 437 431 439 439 434 448 448 44522 291 291 291 354 354 322 352 352 324 368 368 33224 242 242 237 289 289 246 287 287 248 308 308 25425 222 222 209 263 263 217 261 261 219 283 283 22426 204 204 186 240 240 193 239 239 194 261 261 19928 174 174 148 202 202 153 202 202 154 224 211 15830 151 151 120 173 166 124 172 166 125 194 171 128
six spanLoad Tables for 10 x 2.25 Z
SectionD x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 2.25 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 342 342 342 431 431 431 421 421 421 485 485 48515 307 307 307 384 384 384 377 377 377 437 437 43716 276 276 276 344 344 344 339 339 339 396 396 39618 227 227 227 279 279 279 278 278 278 329 329 32920 189 189 189 230 230 230 229 229 229 278 278 27822 160 160 160 192 192 192 191 191 191 233 233 22024 137 137 137 163 163 163 162 162 162 193 193 16925 127 127 127 150 150 144 149 149 145 176 176 14926 118 118 118 138 138 128 137 137 128 162 162 13228 103 103 98 119 119 102 118 118 102 137 137 10530 90 90 80 103 103 82 102 102 83 118 113 85
six span
AEP Span Cees and Zees Structural Sections
8180 January 2005
Load Tables for 10 x 3.5 Z six spanSectionD x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 3.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 330 330 330 423 423 423 407 407 407 458 458 458
15 295 295 295 375 375 375 362 362 362 411 411 411
16 264 264 264 334 334 334 325 325 325 371 371 371
18 216 216 216 269 269 269 264 264 264 307 307 307
20 179 179 179 220 220 220 219 219 219 258 258 258
22 150 150 150 181 181 181 180 180 180 216 216 216
24 127 127 127 151 151 151 150 150 150 180 180 180
25 118 118 118 139 139 139 138 138 138 164 164 164
26 109 109 109 128 128 128 127 127 127 150 150 150
28 95 95 95 109 109 109 109 109 109 127 127 127
30 83 83 83 94 94 94 94 94 94 108 108 105
12 GA 14 770 770 770 924 924 924 928 928 928 944 944 944
15 665 665 665 802 802 802 805 805 805 820 820 820
16 580 580 580 702 702 702 705 705 705 718 718 718
18 452 452 452 551 551 551 553 553 553 564 564 564
20 361 361 361 444 444 444 445 445 445 454 454 454
22 295 295 295 359 359 359 357 357 357 373 373 373
24 245 245 245 293 293 293 291 291 291 312 312 309
25 225 225 225 266 266 264 265 265 265 287 287 273
26 207 207 207 243 243 234 242 242 236 265 265 242
28 177 177 177 205 205 187 204 204 188 227 227 193
30 153 153 146 175 175 151 175 175 152 197 197 156
Load Tables for 10 x 3.25 Z
SectionD x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 3.25 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 341 341 341 431 431 431 420 420 420 483 483 483
15 306 306 306 383 383 383 376 376 376 436 436 436
16 276 276 276 343 343 343 338 338 338 395 395 395
18 226 226 226 279 279 279 277 277 277 328 328 328
20 189 189 189 230 230 230 228 228 228 277 277 277
22 159 159 159 192 192 192 191 191 191 233 233 233
24 136 136 136 162 162 162 161 161 161 192 192 192
25 126 126 126 149 149 149 148 148 148 175 175 175
26 117 117 117 137 137 137 137 137 137 161 161 161
28 102 102 102 118 118 118 117 117 117 136 136 128
30 89 89 89 102 102 100 102 102 101 117 117 103
12 GA 14 823 823 823 1007 1007 1007 1011 1011 1011 1024 1024 1024
15 713 713 713 874 874 874 877 877 877 893 893 893
16 622 622 622 765 765 765 768 768 768 783 783 783
18 486 486 486 600 600 600 603 603 603 615 615 615
20 389 389 389 483 483 483 481 481 481 495 495 495
22 319 319 319 387 387 387 385 385 385 407 407 400
24 265 265 265 316 316 296 315 315 298 340 340 306
25 243 243 243 288 288 261 287 287 263 313 313 270
26 224 224 223 263 263 232 262 262 233 288 288 239
28 192 192 178 222 222 185 221 221 186 248 248 190
30 166 166 144 190 190 149 189 189 150 215 205 154
six span
AEP Span Cees and Zees Structural Sections
8180 January 2005
Load Tables for 10 x 3.5 Z six spanSectionD x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 3.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 330 330 330 423 423 423 407 407 407 458 458 458
15 295 295 295 375 375 375 362 362 362 411 411 411
16 264 264 264 334 334 334 325 325 325 371 371 371
18 216 216 216 269 269 269 264 264 264 307 307 307
20 179 179 179 220 220 220 219 219 219 258 258 258
22 150 150 150 181 181 181 180 180 180 216 216 216
24 127 127 127 151 151 151 150 150 150 180 180 180
25 118 118 118 139 139 139 138 138 138 164 164 164
26 109 109 109 128 128 128 127 127 127 150 150 150
28 95 95 95 109 109 109 109 109 109 127 127 127
30 83 83 83 94 94 94 94 94 94 108 108 105
12 GA 14 770 770 770 924 924 924 928 928 928 944 944 944
15 665 665 665 802 802 802 805 805 805 820 820 820
16 580 580 580 702 702 702 705 705 705 718 718 718
18 452 452 452 551 551 551 553 553 553 564 564 564
20 361 361 361 444 444 444 445 445 445 454 454 454
22 295 295 295 359 359 359 357 357 357 373 373 373
24 245 245 245 293 293 293 291 291 291 312 312 309
25 225 225 225 266 266 264 265 265 265 287 287 273
26 207 207 207 243 243 234 242 242 236 265 265 242
28 177 177 177 205 205 187 204 204 188 227 227 193
30 153 153 146 175 175 151 175 175 152 197 197 156
Load Tables for 10 x 3.25 Z
SectionD x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 3.25 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 341 341 341 431 431 431 420 420 420 483 483 483
15 306 306 306 383 383 383 376 376 376 436 436 436
16 276 276 276 343 343 343 338 338 338 395 395 395
18 226 226 226 279 279 279 277 277 277 328 328 328
20 189 189 189 230 230 230 228 228 228 277 277 277
22 159 159 159 192 192 192 191 191 191 233 233 233
24 136 136 136 162 162 162 161 161 161 192 192 192
25 126 126 126 149 149 149 148 148 148 175 175 175
26 117 117 117 137 137 137 137 137 137 161 161 161
28 102 102 102 118 118 118 117 117 117 136 136 128
30 89 89 89 102 102 100 102 102 101 117 117 103
12 GA 14 823 823 823 1007 1007 1007 1011 1011 1011 1024 1024 1024
15 713 713 713 874 874 874 877 877 877 893 893 893
16 622 622 622 765 765 765 768 768 768 783 783 783
18 486 486 486 600 600 600 603 603 603 615 615 615
20 389 389 389 483 483 483 481 481 481 495 495 495
22 319 319 319 387 387 387 385 385 385 407 407 400
24 265 265 265 316 316 296 315 315 298 340 340 306
25 243 243 243 288 288 261 287 287 263 313 313 270
26 224 224 223 263 263 232 262 262 233 288 288 239
28 192 192 178 222 222 185 221 221 186 248 248 190
30 166 166 144 190 190 149 189 189 150 215 205 154
six span
AEP Span Cees and Zees Structural Sections
8382 January 2005
Load Tables for 12 x 2.25 Z six spanSectionD x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
12 X 2.25 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 308 308 308 371 371 371 370 370 370 450 450 45015 280 280 280 334 334 334 334 334 334 403 403 40316 255 255 255 303 303 303 302 302 302 363 363 36318 215 215 215 253 253 253 252 252 252 300 300 30020 183 183 183 214 214 214 213 213 213 252 252 25222 158 158 158 183 183 183 183 183 183 214 214 21424 137 137 137 159 159 159 158 158 158 184 184 18425 129 129 129 148 148 148 147 147 147 171 171 17126 121 121 121 138 138 138 138 138 138 159 159 15928 106 106 106 121 121 121 121 121 121 139 139 13930 94 94 94 107 107 107 107 107 107 122 122 122
12 GA 14 844 844 844 1129 1129 1129 1039 1039 1039 1111 1111 111115 745 745 745 987 987 987 916 916 916 992 992 99216 662 662 662 862 862 862 813 813 813 890 890 89018 531 531 531 668 668 668 651 651 651 729 729 72920 434 434 434 530 530 530 527 527 527 588 588 58822 359 359 359 431 431 431 428 428 428 483 483 48324 301 301 301 356 356 356 354 354 354 404 404 39125 277 277 277 325 325 325 324 324 324 371 371 34526 256 256 256 299 299 296 297 297 297 342 342 30628 220 220 220 254 254 236 253 253 237 294 294 24330 191 191 185 219 219 191 217 217 192 252 252 197
Load Tables for 10 x 4 Z
Section D x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 4 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
12 GA 14 812 812 812 990 990 990 994 994 994 1010 1010 101015 703 703 703 859 859 859 862 862 862 878 878 87816 614 614 614 752 752 752 755 755 755 770 770 77018 479 479 479 590 590 590 592 592 592 604 604 60420 384 384 384 475 475 475 474 474 474 487 487 48722 314 314 314 381 381 381 379 379 379 400 400 40024 261 261 261 311 311 311 310 310 310 334 334 33425 239 239 239 284 284 284 282 282 282 307 307 29726 220 220 220 259 259 255 258 258 257 283 283 26328 189 189 189 219 219 203 218 218 204 243 243 21030 163 163 159 187 187 164 186 186 165 211 211 170
six span
AEP Span Cees and Zees Structural Sections
8382 January 2005
Load Tables for 12 x 2.25 Z six spanSectionD x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
12 X 2.25 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 308 308 308 371 371 371 370 370 370 450 450 45015 280 280 280 334 334 334 334 334 334 403 403 40316 255 255 255 303 303 303 302 302 302 363 363 36318 215 215 215 253 253 253 252 252 252 300 300 30020 183 183 183 214 214 214 213 213 213 252 252 25222 158 158 158 183 183 183 183 183 183 214 214 21424 137 137 137 159 159 159 158 158 158 184 184 18425 129 129 129 148 148 148 147 147 147 171 171 17126 121 121 121 138 138 138 138 138 138 159 159 15928 106 106 106 121 121 121 121 121 121 139 139 13930 94 94 94 107 107 107 107 107 107 122 122 122
12 GA 14 844 844 844 1129 1129 1129 1039 1039 1039 1111 1111 111115 745 745 745 987 987 987 916 916 916 992 992 99216 662 662 662 862 862 862 813 813 813 890 890 89018 531 531 531 668 668 668 651 651 651 729 729 72920 434 434 434 530 530 530 527 527 527 588 588 58822 359 359 359 431 431 431 428 428 428 483 483 48324 301 301 301 356 356 356 354 354 354 404 404 39125 277 277 277 325 325 325 324 324 324 371 371 34526 256 256 256 299 299 296 297 297 297 342 342 30628 220 220 220 254 254 236 253 253 237 294 294 24330 191 191 185 219 219 191 217 217 192 252 252 197
Load Tables for 10 x 4 Z
Section D x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
10 X 4 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
12 GA 14 812 812 812 990 990 990 994 994 994 1010 1010 101015 703 703 703 859 859 859 862 862 862 878 878 87816 614 614 614 752 752 752 755 755 755 770 770 77018 479 479 479 590 590 590 592 592 592 604 604 60420 384 384 384 475 475 475 474 474 474 487 487 48722 314 314 314 381 381 381 379 379 379 400 400 40024 261 261 261 311 311 311 310 310 310 334 334 33425 239 239 239 284 284 284 282 282 282 307 307 29726 220 220 220 259 259 255 258 258 257 283 283 26328 189 189 189 219 219 203 218 218 204 243 243 21030 163 163 159 187 187 164 186 186 165 211 211 170
six span
AEP Span Cees and Zees Structural Sections
8584 January 2005
Load Tables for 12 x 3.5 Z six spanSectionD x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
12 X 3.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 302 302 302 368 368 368 367 367 367 450 450 45015 274 274 274 331 331 331 330 330 330 402 402 40216 249 249 249 299 299 299 298 298 298 361 361 36118 208 208 208 248 248 248 247 247 247 297 297 29720 177 177 177 209 209 209 208 208 208 248 248 24822 152 152 152 178 178 178 177 177 177 210 210 21024 131 131 131 153 153 153 152 152 152 179 179 17925 123 123 123 142 142 142 141 141 141 166 166 16626 115 115 115 132 132 132 132 132 132 154 154 15428 101 101 101 116 116 116 115 115 115 134 134 13430 89 89 89 102 102 102 101 101 101 117 117 117
12 GA 14 845 845 845 1130 1130 1130 1041 1041 1041 1114 1114 111415 746 746 746 988 988 988 918 918 918 994 994 99416 663 663 663 864 864 864 815 815 815 892 892 89218 532 532 532 669 669 669 652 652 652 731 731 73120 435 435 435 532 532 532 529 529 529 590 590 59022 360 360 360 432 432 432 429 429 429 485 485 48524 302 302 302 357 357 357 355 355 355 405 405 40525 278 278 278 326 326 326 325 325 325 372 372 37226 257 257 257 300 300 300 298 298 298 343 343 34328 221 221 221 255 255 255 253 253 253 295 295 29530 192 192 192 219 219 219 218 218 218 253 253 239
Load Tables for 12 x 2.5 Z
SectionD x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
12 X 2.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 300 300 300 366 366 366 365 365 365 445 445 44515 271 271 271 329 329 329 328 328 328 401 401 40116 246 246 246 297 297 297 296 296 296 361 361 36118 206 206 206 246 246 246 245 245 245 296 296 29620 174 174 174 206 206 206 206 206 206 246 246 24622 149 149 149 175 175 175 174 174 174 208 208 20824 129 129 129 150 150 150 150 150 150 177 177 17725 120 120 120 140 140 140 139 139 139 164 164 16426 112 112 112 130 130 130 129 129 129 152 152 15228 99 99 99 113 113 113 113 113 113 132 132 13230 87 87 87 100 100 100 99 99 99 114 114 114
12 GA 14 839 839 839 1125 1125 1125 1033 1033 1033 1102 1102 110215 740 740 740 983 983 983 911 911 911 983 983 98316 657 657 657 856 856 856 808 808 808 882 882 88218 527 527 527 662 662 662 646 646 646 721 721 72120 430 430 430 526 526 526 523 523 523 580 580 58022 355 355 355 427 427 427 424 424 424 477 477 47724 298 298 298 352 352 352 351 351 351 399 399 39525 274 274 274 322 322 322 321 321 321 367 367 34926 253 253 253 296 296 296 294 294 294 338 338 30928 218 218 218 251 251 238 250 250 240 290 290 24630 189 189 187 216 216 193 215 215 194 250 250 199
six span
AEP Span Cees and Zees Structural Sections
8584 January 2005
Load Tables for 12 x 3.5 Z six spanSectionD x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
12 X 3.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 302 302 302 368 368 368 367 367 367 450 450 45015 274 274 274 331 331 331 330 330 330 402 402 40216 249 249 249 299 299 299 298 298 298 361 361 36118 208 208 208 248 248 248 247 247 247 297 297 29720 177 177 177 209 209 209 208 208 208 248 248 24822 152 152 152 178 178 178 177 177 177 210 210 21024 131 131 131 153 153 153 152 152 152 179 179 17925 123 123 123 142 142 142 141 141 141 166 166 16626 115 115 115 132 132 132 132 132 132 154 154 15428 101 101 101 116 116 116 115 115 115 134 134 13430 89 89 89 102 102 102 101 101 101 117 117 117
12 GA 14 845 845 845 1130 1130 1130 1041 1041 1041 1114 1114 111415 746 746 746 988 988 988 918 918 918 994 994 99416 663 663 663 864 864 864 815 815 815 892 892 89218 532 532 532 669 669 669 652 652 652 731 731 73120 435 435 435 532 532 532 529 529 529 590 590 59022 360 360 360 432 432 432 429 429 429 485 485 48524 302 302 302 357 357 357 355 355 355 405 405 40525 278 278 278 326 326 326 325 325 325 372 372 37226 257 257 257 300 300 300 298 298 298 343 343 34328 221 221 221 255 255 255 253 253 253 295 295 29530 192 192 192 219 219 219 218 218 218 253 253 239
Load Tables for 12 x 2.5 Z
SectionD x B
Span[ft]
SIX SPAN
Long Lap Max Lap Standard Lap Extended Lap
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
StressLoad[lb/ft]
DeflectionLoad [lb/ft]
12 X 2.5 Z L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240
14 GA 14 300 300 300 366 366 366 365 365 365 445 445 44515 271 271 271 329 329 329 328 328 328 401 401 40116 246 246 246 297 297 297 296 296 296 361 361 36118 206 206 206 246 246 246 245 245 245 296 296 29620 174 174 174 206 206 206 206 206 206 246 246 24622 149 149 149 175 175 175 174 174 174 208 208 20824 129 129 129 150 150 150 150 150 150 177 177 17725 120 120 120 140 140 140 139 139 139 164 164 16426 112 112 112 130 130 130 129 129 129 152 152 15228 99 99 99 113 113 113 113 113 113 132 132 13230 87 87 87 100 100 100 99 99 99 114 114 114
12 GA 14 839 839 839 1125 1125 1125 1033 1033 1033 1102 1102 110215 740 740 740 983 983 983 911 911 911 983 983 98316 657 657 657 856 856 856 808 808 808 882 882 88218 527 527 527 662 662 662 646 646 646 721 721 72120 430 430 430 526 526 526 523 523 523 580 580 58022 355 355 355 427 427 427 424 424 424 477 477 47724 298 298 298 352 352 352 351 351 351 399 399 39525 274 274 274 322 322 322 321 321 321 367 367 34926 253 253 253 296 296 296 294 294 294 338 338 30928 218 218 218 251 251 238 250 250 240 290 290 24630 189 189 187 216 216 193 215 215 194 250 250 199
six span
AEP Span Cees and Zees Structural Sections
1
Table of Contents
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
General Notes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
Purlin Example . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3
Zee Purlin Lap (Standard Punching and Lap Conditions) . . . . . . . . . . .4
Standard Tacoma, WA Purlin Punching . . . . . . . . . . . . . . . . . . . . . . . . .5
Standard Fontana, CA Purlin Punching . . . . . . . . . . . . . . . . . . . . . . . . .6
SECTION PROPERTIES
Cees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7-8
Zees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8-9
Track & Stud . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10
Eave Strut and Angles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11
CEE LOAD TABLES
Simple Span . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12-20
Double Span . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .21-29
Triple Span . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30- 34
ZEE LOAD TABLES
Simple Span Load Tables for Zees . . . . . . . . . . . . . . . . . . . .35-44
Two Span 6 x 2.25 to 12 x 3.5 . . . . . . . . . . . . . . . . . . . . . . .45-57
Four Span 6 x 2.25 to 12 x 3.5 . . . . . . . . . . . . . . . . . . . . . . .58-71
Six Span 6 x 6.25 to 12 x 3.5 . . . . . . . . . . . . . . . . . . . . . . . .72-85
AEP Span Cees and Zees Structural Sections
1
Table of Contents
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
General Notes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
Purlin Example . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3
Zee Purlin Lap (Standard Punching and Lap Conditions) . . . . . . . . . . .4
Standard Tacoma, WA Purlin Punching . . . . . . . . . . . . . . . . . . . . . . . . .5
Standard Fontana, CA Purlin Punching . . . . . . . . . . . . . . . . . . . . . . . . .6
SECTION PROPERTIES
Cees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7-8
Zees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8-9
Track & Stud . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10
Eave Strut and Angles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11
CEE LOAD TABLES
Simple Span . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12-20
Double Span . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .21-29
Triple Span . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30- 34
ZEE LOAD TABLES
Simple Span Load Tables for Zees . . . . . . . . . . . . . . . . . . . .35-44
Two Span 6 x 2.25 to 12 x 3.5 . . . . . . . . . . . . . . . . . . . . . . .45-57
Four Span 6 x 2.25 to 12 x 3.5 . . . . . . . . . . . . . . . . . . . . . . .58-71
Six Span 6 x 6.25 to 12 x 3.5 . . . . . . . . . . . . . . . . . . . . . . . .72-85
© ASC Profiles Group Revision December 2004 Qty 350 (BR150)
MANUFACTURING FACILITIES:
AEP Span • Dallas5100 East Grand AvenueDallas, TX 75223214-827-1740800-527-2503
AEP Span • Fontana10905 Beech AvenueFontana, CA 92337909-823-0401800-272-2466
AEP Span • Kernersville1140 West Mountain StreetKernersville, NC 27284214-827-1740800-527-2503
AEP Span • Tacoma2141 Milwaukee WayTacoma, WA 98421253-383-4955800-733-4955
CORPORATE HEADQUARTERS:
ASC Profiles. • Sacramento2110 Enterprise BoulevardWest Sacramento, CA 95691916-372-0933800-360-2477
Visit us at:www.aepspan.com
