Trifab 400 F S 1 - Kawneer
Transcript of Trifab 400 F S 1 - Kawneer
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EC 97911-197
Trifab® 400 Framing System 1
ADMC010EN
MARCH, 2019FEATURES
For specific product applications,consult your Kawneer representative.
Features• Trifab® 400 is 4" (101.6) deep with a 1-3/4" (44.5) sightline• Center plane glass applications• Flush glazed from either the inside or outside• Screw Spline, Shear Block or Stick fabrication• 1/8" (3.2), 1/4" (6.4), or 3/8" (9.7) infill options• Permanodic® anodized finishes in seven choices• Painted finishes in standard and custom choices
Product Applications• Storefront, Ribbon Window or Punched Openings• Single-span• Integrated entrance framing allowing Kawneer standard entrances or other specialty entrances
to be incorporated• Kawneer windows or GLASSvent® Windows for Storefront Framing are easily incorporated
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hang
e co
nfigu
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ithou
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ice
whe
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nece
ssar
y fo
r pro
duct
impr
ovem
ent.
© 2
010,
Kaw
neer
Com
pany
, Inc
.
Law
s an
d bu
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g an
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fety
cod
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the
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duct
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and
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duct
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or.
kawneer.com
EC 97911-197
Trifab® 400 Framing System 2
ADMC010EN
MARCH, 2019BLANK PAGE
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impr
ovem
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© 2
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Kaw
neer
Com
pany
, Inc
.
Law
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d bu
ildin
g an
d sa
fety
cod
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the
desi
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s,
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Kaw
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kawneer.com
EC 97911-197
Trifab® 400 Framing System 3
ADMC010EN
MARCH, 2019
PICTORIAL VIEWS ........................................................................... 4-6BASIC FRAMING MEMBERS .......................................................... 7,8ENTRANCE FRAMING ................................................................... 9,10MISCELLANEOUS FRAMING ............................................................11GLASSvent® FOR STOREFRONT FRAMING ................................. 12WINDLOAD CHARTS ................................................................... 13-19DEADLOAD CHARTS ....................................................................... 20
INDEX
Metric (SI) conversion figures are included throughout these details for reference. Numbers in parentheses ( ) are millimeters unless otherwise noted.
The following metric (SI ) units are found in these details: m – meter cm – centimeter mm – millimeter s – second Pa – pascal MPa – megapascal
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to c
hang
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nfigu
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n w
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whe
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ssar
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© 2
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Kaw
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Com
pany
, Inc
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Law
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EC 97911-197
Trifab® 400 Framing System 4
ADMC010EN
MARCH, 2019
THE SPLIT VERTICAL IN THE SCREW SPLINE SYSTEM ALLOWS A FRAME TO BE INSTALLED FROM UNITIZED ASSEMBLIES. SCREWS ARE DRIVEN THROUGH THE BACK OF THE VERTICALS INTO SPLINES EXTRUDED IN THE HORIZONTAL FRAMING MEMBERS. THE INDIVIDUAL UNITS ARE THEN SNAPPED TOGETHER TO FORM A COMPLETED FRAME.
SCREW SPLINE MULLION
SPLINE SCREW
SNAP-IN FILLER
HEAD
INTERMEDIATEHORIZONTAL
SNAP-IN FILLER
SILL
SILLFLASHING
GLASS STOP
PICTORIAL VIEW (SCREW SPLINE ASSEMBLY)
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© 2
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Kaw
neer
Com
pany
, Inc
.
Law
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d bu
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kawneer.com
EC 97911-197
Trifab® 400 Framing System 5
ADMC010EN
MARCH, 2019
THE SHEAR BLOCK SYSTEM OF FABRICATION ALLOWS A FRAME TO BE PRE ASSEMBLED AND INSTALLED AS A SINGLE UNIT. HORIZONTALS ARE ATTACHED TO THE VERTICALS WITH SHEAR BLOCKS.
MULLION
SHEAR BLOCKAT HEAD
SHEAR BLOCK AT HORIZONTAL/SILL
GLASS STOP
INTERMEDIATEHORIZONTAL
FLASHING
SILL
HEAD
PICTORIAL VIEW (SHEAR BLOCK ASSEMBLY)
Kaw
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ssar
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© 2
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Kaw
neer
Com
pany
, Inc
.
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
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the
desi
gn a
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neer
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s,
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kawneer.com
EC 97911-197
Trifab® 400 Framing System 6
ADMC010EN
MARCH, 2019
THE STICK SYSTEM OF FABRICATION ALLOWS ON-SITE ASSEMBLY. HEAD AND SILL RECEPTORS ARE FASTENED TO THE SURROUND. VERTICAL MULLIONS ARE THEN INSTALLED IN THESE RECEPTORS AND ARE HELD IN PLACE BY SNAP-IN INSERTS. INTERMEDIATE HORIZONTAL MEMBERS ARE ATTACHED TO THE VERTICALS WITH SHEAR BLOCKS. FLASHING IS NOT REQUIRED.
NOTE:IF END REACTION OF THE MULLION(MULLION SPACING (ft.) TIMES HEIGHT (ft.) TIMES SPECIFIED WINDLOAD (psf)DIVIDED BY TWO) IS MORE THAN 500 LBS. THE OPTIONAL HEAVYWEIGHT HEAD/SILL RECEPTOR 400006 MUST BE USED.(See Page 11 for details)
SHEAR BLOCKAT HORIZONTAL
LIGHTWEIGHTHEAD RECEPTOR
HEAD INSERT
INTERMEDIATEHORIZONTAL
SNAP-IN FILLER
SILL INSERT
LIGHTWEIGHTSILL RECEPTOR
WEEP HOLES AT 1/4 POINTS(Typical)
TUBE MULLION
PICTORIAL VIEW (STICK ASSEMBLY)
Kaw
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Kaw
neer
Com
pany
, Inc
.
Law
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EC 97911-197
3
1 2
4
5
450C
G00
2
400001
1-3/4"(44.5)TYP.
4"(1
01.6
)
400001
400001
1-3/
4"(4
4.5)
TY
P.
4"(101.6)
TYP.
400003400004
400CG002
400004
400028
400003
400005 400012
400012
400004 400011
400004 400003
4000
28
400005 400012
400007
2"(5
0.8)
4"(101.6) TYP.
4-1/2"(114.3)
400044
400004 400003
400CG002
400004
400044
400008
Trifab® 400 Framing System 7
ADMC010EN
MARCH, 2019
ELEVATION IS NUMBER KEYED TO DETAILS
SCREW SPLINE SYSTEM SHEAR BLOCK SYSTEM STICK SYSTEM
3HEAD
4INTERMEDIATEHORIZONTAL
5SILL
1VERTICALMULLION
2JAMB
3HEAD
4INTERMEDIATEHORIZONTAL
5SILL
1VERTICALMULLION
2JAMB
3LIGHTWEIGHT
HEAD
4INTERMEDIATEHORIZONTAL
5LIGHTWEIGHT
SILL
1VERTICALMULLION
2JAMB
BASIC FRAMING MEMBERS
Additional information and CAD details are available at www.kawneer.com
Kaw
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rese
rves
the
right
to c
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e co
nfigu
ratio
n w
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whe
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ssar
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duct
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ovem
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© 2
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Kaw
neer
Com
pany
, Inc
.
Law
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d bu
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g an
d sa
fety
cod
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kawneer.com
EC 97911-197
400001
400004
400028
400003
400004
400011
400012
400004
400028
400003
400004
400011
400007
400044
400004400003
450CG002
400004
400044
400008
400004
400026
450109 4000
28
4"(101.6)
4-1/
2"(1
14.3
)
450030
2"(51.0)
5-9/
16"
Max
.(1
41.3
)4-
5/16
" M
in.
(109
.5)
450028
450031
450030
2"(51.0)
8-3/
16"
Max
.(2
08.0
)6-
15/1
6" M
in.
(176
.2)
450029
450031
400014
400013 450CG002 400010 400540
Trifab® 400 Framing System 8
ADMC010EN
MARCH, 2019
TRIFAB 400 CAN BE INSTALLED FOR INSIDE GLAZING SIMPLY BY REVERSING THE SYSTEM SUCH THAT THE REMOVABLE GLASS STOPS ARE LOCATED AT THE HEAD AND ON THE INTERIOR SIDE.
SCREW SPLINE SYSTEM SHEAR BLOCK SYSTEM STICK SYSTEM
INSIDE GLAZING MEMBERS
* SIDELITE BASES SHOWN FOR USE WITH SCREW SPLINE & SHEAR BLOCK SYSTEMS ONLY.
*SIDELITE BASE
HEAD
INTERMEDIATEHORIZONTAL
SILL
ALTERNATE MULLION & SIDELITE BASE MEMBERS
HEAVYTUBE
MULLION
HEAVYSCREW SPLINE
MULLION
EXPANSIONTUBE MULLION
*SIDELITE BASE*SIDELITE BASE
BASIC FRAMING MEMBERS
Additional information and CAD details are available at www.kawneer.com
Kaw
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rese
rves
the
right
to c
hang
e co
nfigu
ratio
n w
ithou
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whe
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ssar
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r pro
duct
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ovem
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© 2
010,
Kaw
neer
Com
pany
, Inc
.
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
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se o
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neer
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duct
s,
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dow,
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wal
l pro
duct
s, v
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Kaw
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doe
s no
t co
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l the
sel
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figur
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or.
kawneer.com
EC 97911-197
400502
450022STOPS
400081
450500TRAY
450022STOPS
069139
OPTIONALSWEEP
069143
400502
400081
450500TRAY
400012
4"(101.6)
TYP.
1-3/
4"(4
4.5)
TY
P.
400501or
400019
450033
400501or
400019
450033
400501
4"(1
01.6
)T
YP.
1-3/4"(44.5)TYP.
400501
400019 400019
1
4 5
76 8 9
2
3 3
10
Trifab® 400 Framing System 9
ADMC010EN
MARCH, 2019
TRIFAB® 400 FRAMING INCORPORATING KAWNEER "190" DOORS.NOTE: OTHER TYPES OF KAWNEER DOORS MAY BE USED WITH THIS FRAMING SYSTEM. SEE ENTRANCE DETAILS FOR ADDITIONAL INFORMATION.
ELEVATIONS ARE NUMBER KEYED TO DETAILS
4 5
1
2 2
3 3
SINGLE ACTING DOOR
DOUBLE ACTING DOOR
10 10
6 7
8 9
SINGLE ACTING DOORWITH TRANSOM
DOUBLE ACTING DOORWITH TRANSOM
Transom area for both double and single acting doors with glass surround. Jambs above transom bar are routed out to accept glass holding Insert 450033 with or without steel reinforcing.(400110 Steel Reinforcing shown dashed)
SINGLE ACTING DOORWITHOUT TRANSOM
DOUBLE ACTING DOORWITHOUT TRANSOM
TRANSOM AREA
ENTRANCE FRAMING
Additional information and CAD details are available at www.kawneer.com
Kaw
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rese
rves
the
right
to c
hang
e co
nfigu
ratio
n w
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whe
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ssar
y fo
r pro
duct
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ovem
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© 2
010,
Kaw
neer
Com
pany
, Inc
.
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
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se o
f Kaw
neer
pro
duct
s,
such
as
glaz
ed e
ntra
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win
dow,
and
cur
tain
wal
l pro
duct
s, v
ary
wid
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Kaw
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doe
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sel
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pro
duct
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figur
atio
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eria
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assu
mes
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y th
eref
or.
kawneer.com
EC 97911-197
400001
4"(101.6)
TYP.
1-3/
4"(4
4.5)
TY
P.
400502
450022STOPS
400502
400081
450500TRAY
450022STOPS
400081
450500TRAY
1
4 5
76 8 9
2
3 3
10
400064
4501
26
069139
OPTIONALSWEEP
069143
400064or
400599
450C
G00
2
450033
400599
450C
G00
2
400599
450C
G02
8
400064or
400599
450C
G02
8
450033
400064
4501
26
Trifab® 400 Framing System 10
ADMC010EN
MARCH, 2019
OPEN BACK FRAMING INCORPORATING KAWNEER "190" DOORSNOTE: OTHER TYPES OF KAWNEER DOORS MAY BE USED WITH THIS FRAMING SYSTEM. SEE ENTRANCE DETAILS FOR ADDITIONAL INFORMATION.
Transom area for both double and single acting doors with glass surround. Jambs above transom bar are routed out to accept glass holding Insert 450033 with or without steel reinforcing.(400110 Steel Reinforcing shown dashed)
ELEVATIONS ARE NUMBER KEYED TO DETAILS
TRANSOM AREA
6 7SINGLE ACTING DOOR
4 5
8 9
NOTE: Sidelite mullions must be orientated to provide at least one (1 MPa deep vertical pocket per lite to facilitate glazing.
1
2 2
10 10
DOUBLE ACTING DOOR
3 3
Flat Filler 450126 (3" Long) used at perimeter fastener locationsor Pocket Filler 450CG002, 450CG028 for sidelites.
SINGLE ACTING DOORWITH TRANSOM
DOUBLE ACTING DOORWITH TRANSOM
SINGLE ACTING DOORWITHOUT TRANSOM
DOUBLE ACTING DOORWITHOUT TRANSOM
ENTRANCE FRAMING (Open Back)
Additional information and CAD details are available at www.kawneer.com
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rves
the
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© 2
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Kaw
neer
Com
pany
, Inc
.
Law
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d bu
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fety
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neer
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s,
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glaz
ed e
ntra
nce,
win
dow,
and
cur
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wal
l pro
duct
s, v
ary
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ely.
Kaw
neer
doe
s no
t co
ntro
l the
sel
ectio
n of
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duct
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figur
atio
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y th
eref
or.
kawneer.com
EC 97911-197
400075
4500
26
4500
26
400075
450C
G02
8
4500
26400075
450C
G02
8
450C
G02
8
400075
450C
G02
8
450C
G02
8
4000
10
400010
400541400541400071
061223
4500
26 400520
450087
400027
450C
G02
8
450CG
028
400027
450C
G02
8
450CG
028
400006
400006
451V
G15
0
451VG150
4005
42
451V
G57
2
450VG140
061200 061110
Trifab® 400 Framing System 11
ADMC010EN
MARCH, 2019
ADJUSTABLEBRAKE METAL CORNER
135° INSIDE CORNER 155° to 180°PIVOT MULLION
ONE POCKET CORNER TWO POCKET CORNER THREE POCKET CORNERFOUR POCKET CORNER
135° OUTSIDE CORNER
PERIMETERFILLER
SNAP-INDOOR STOP
SNAP-INFLUSH POCKET
FILLER
4" x 4" TUBE 1-3/4" x 4"TUBE
1-3/4" x 1-3/4"TUBE
BRAKE METALFILLER
HEAVYWEIGHTHEAD and SILL RECEPTOR
(Stick Assembly)
BRAKE METALFILLER
BRAKE METAL ADAPTOR(Vertically/Horizontally)
BRAKE METALFILLER
STOOL TRIM CLIP
HEAD and JAMBCOMPENSATING RECEPTOR
EXTERIOR INSTALLED(Screw Spline or Shear Block Assembly)
STOOL TRIM
MISCELLANEOUS FRAMING
Additional information and CAD details are available at www.kawneer.com
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Com
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kawneer.com
EC 97911-197
400001
400004
400011
400004 400011
400005 400005 400005 400005
400001
Trifab® 400 Framing System 12
ADMC010EN
MARCH, 2019
1
3
4
2
65
87
OUTSWING CASEMENTVERTICAL SECTION
PROJECT-OUTVERTICAL SECTION
OUTSWING CASEMENTVERTICAL SECTION
PROJECT-OUTVERTICAL SECTION
1 3
42
65 87
ELEVATION IS NUMBER KEYED TO DETAILS
GLASSvent ® WINDOW for STOREFRONT FRAMING DETAILS
Additional information and CAD details are available at www.kawneer.com
Kaw
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right
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Com
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kawneer.com
EC 97911-197
Trifab® 400 Framing System 13
ADMC010EN
MARCH, 2019WIND LOAD / DEADLOAD CHARTS
WIND LOAD CHARTSMullions are designed for deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13' 6" and L/240 +1/4" above 13' 6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable wind load stress for ALUMINUM 15,152 psi (104 MPa), STEEL 30,000 psi (207 MPa). Charted curves, in all cases are for the limiting value. Wind load charts contained herein are based upon nominal wind load utilized in allowable stress design. A conversion from Load Resistance Factor Design (LRFD) is provided. To convert ultimate wind loads to nominal loads, multiply ultimate wind loads by a factor of 0.6 per ASCE/SEI 7. A 4/3 increase in allowable stress has not been used to develop these curves. For special situations not covered by these curves, contact your Kawneer representative for additional information.
If the end reaction of the mullion [mullion spacing (ft.) times height (ft.) times specified wind load (psf) divided by two] is more than 500 lbs., the optional Mullion Anchors must be used. Consult Application Engineering. (Mullion Anchor not used with Lightweight Receptor.)
DEADLOAD CHARTSHorizontal or deadload limitations are based upon 1/8" (3.2) maximum allowable deflection at the center of an intermediate horizontal member. The accompanying charts are calculated for 1/4" (6.4) thick glass supported on two setting blocks at the loading points shown.
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EC 97911-197
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
E
DCB
A
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
EDCBA
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
E
DC
B
A
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
E
DCB
A
400001450CG002
400001450CG002
Trifab® 400 Framing System 14
ADMC010EN
MARCH, 2019
I = 2.291 (95.36. x 104)S = 1.145 (18.76 x 103)
IA = 2.291 (95.36. x 104)SA = 1.145 (18.76 x 103)
IS = 0.970 (40.37 x 104)SS = 0.535 (8.77 x 103)
400110 STEEL
WINDLOAD CHARTS
WITH HORIZONTALS WITHOUT HORIZONTALSWIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WITH HORIZONTALS WITHOUT HORIZONTALSWIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 15 PSF (720) 25 PSF (1200)B = 20 PSF (960) 33 PSF (1580)C = 25 PSF (1200) 42 PSF (2000)D = 30 PSF (1440) 50 PSF (2400)E = 40 PSF (1920) 67 PSF (3200)
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kawneer.com
EC 97911-197
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
E
DCBA
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
EDCBA
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
E
DCB
A
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
EDC
B
A
400005
400005
Trifab® 400 Framing System 15
ADMC010EN
MARCH, 2019
400110 STEEL
WIDTH IN FEET
WITH HORIZONTALS WITHOUT HORIZONTALSWIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WIDTH IN METERS
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WITH HORIZONTALSWIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WITHOUT HORIZONTALS
WINDLOAD CHARTS
I = 1.882 (78.33 x 104)S = 0.941 (15.42 x 103)
IA = 1.882 (78.33 x 104)SA = 0.941 (15.42 x 103)
IS = 0.970 (40.37 x 104)SS = 0.535 (8.77 x 103)
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 15 PSF (720) 25 PSF (1200)B = 20 PSF (960) 33 PSF (1580)C = 25 PSF (1200) 42 PSF (2000)D = 30 PSF (1440) 50 PSF (2400)E = 40 PSF (1920) 67 PSF (3200)
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kawneer.com
EC 97911-197
400010400540
400013450CG002
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
EDCB
A
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
EDCBA
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
EDCB
A
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
EDCB
A
Trifab® 400 Framing System 16
ADMC010EN
MARCH, 2019
WITH HORIZONTALS WITHOUT HORIZONTALSWIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WITH HORIZONTALS WITHOUT HORIZONTALSWIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WINDLOAD CHARTS
I = 2.791 (116.17 x 104)S = 1.395 (22.86 x 103)
I = 3.432 (142.85 x 104)S = 1.716 (28.12 x 103)
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 15 PSF (720) 25 PSF (1200)B = 20 PSF (960) 33 PSF (1580)C = 25 PSF (1200) 42 PSF (2000)D = 30 PSF (1440) 50 PSF (2400)E = 40 PSF (1920) 67 PSF (3200)
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Com
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EC 97911-197
400014
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
EDCB
A
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
E
DCB
A
Trifab® 400 Framing System 17
ADMC010EN
MARCH, 2019
WITH HORIZONTALS WITHOUT HORIZONTALSWIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
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WIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WINDLOAD CHARTS
I = 3.212 (133.69 x 104)S = 1.606 (26.32 x 103)
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 15 PSF (720) 25 PSF (1200)B = 20 PSF (960) 33 PSF (1580)C = 25 PSF (1200) 42 PSF (2000)D = 30 PSF (1440) 50 PSF (2400)E = 40 PSF (1920) 67 PSF (3200)
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kawneer.com
EC 97911-197
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
EDCBA
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
EDCBA
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
E
DC
B
A
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
EDCBA
400501 400019
400501 400019
Trifab® 400 Framing System 18
ADMC010EN
MARCH, 2019
400110 STEEL
WITH HORIZONTALS WITHOUT HORIZONTALSWIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WITH HORIZONTALS WITHOUT HORIZONTALSWIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WINDLOAD CHARTS (Entrance Framing)
I = 2.093 (87.12 x 104)S = 1.044 (17.11 x 103)
IA = 2.093 (87.12 x 104)SA = 1.044 (17.11 x 103)
IS = 0.970 (40.37 x 104)SS = 0.535 (8.77 x 103)
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 15 PSF (720) 25 PSF (1200)B = 20 PSF (960) 33 PSF (1580)C = 25 PSF (1200) 42 PSF (2000)D = 30 PSF (1440) 50 PSF (2400)E = 40 PSF (1920) 67 PSF (3200)
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kawneer.com
EC 97911-197
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
EDCB
A
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
EDCBA
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
E
DCB
A
1 21.5
1.5
2
2.5
3
3.5
4
4
5
6
7
8
9
10
11
12
13
14
15
1 2 3 4 5 6 7 8
EDCB
A
400599450CG002
400064450CG002
400599450CG002
400064450CG002
Trifab® 400 Framing System 19
ADMC010EN
MARCH, 2019
400110 STEEL
WITH HORIZONTALS WITHOUT HORIZONTALSWIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WITH HORIZONTALSWIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WITHOUT HORIZONTALS
WINDLOAD CHARTS (Open Back Entrance)
Allowable Stress Design Load
LRFD Ultimate Design Load
A = 15 PSF (720) 25 PSF (1200)B = 20 PSF (960) 33 PSF (1580)C = 25 PSF (1200) 42 PSF (2000)D = 30 PSF (1440) 50 PSF (2400)E = 40 PSF (1920) 67 PSF (3200)
I = 2.599 (108.18 x 104)S = 1.3 (21.30 x 103)
IS = 0.970 (40.37 x 104)SS = 0.535 (8.77 x 103)
IA = 2.599 (108.18 x 104)SA = 1.3 (21.30 x 103)
Kaw
neer
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ratio
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t prio
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whe
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© 2
010,
Kaw
neer
Com
pany
, Inc
.
Law
s an
d bu
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d sa
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cod
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over
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kawneer.com
EC 97911-197
1 21.5
1.5
2.5
2
3
4
5
6
7
8
9
10
11
1 2 3 4 5 6 7 8
CBA
0
1
1
2
3
.5
1 21.5
1.5
2.5
2
3
4
5
6
7
8
9
10
11
1 2 3 4 5 6 7 8
CB
A
0
1
1
2
3
.5
1 21.5
1.5
2.5
2
3
4
5
6
7
8
9
10
11
1 2 3 4 5 6 7 8
C
B
A
0
1
1
2
3
.5
1 21.5
1.5
2.5
2
3
4
5
6
7
8
9
10
11
1 2 3 4 5 6 7 8
CBA
0
1
1
2
3
.5
Trifab® 400 Framing System 20
ADMC010EN
MARCH, 2019
Horizontal or deadload limitations are based upon 1/8" (3.2), maximum allowable deflection at the center of an intermediate horizontal member. The accompanying charts are calculated for 1/4" (6.35) thick glass supported on two setting blocks placed at the loading points shown.
DEADLOADS ON ENTRANCE TRANSOM BARSHeight limitations for transom glass over a doorway are based on a 1/16" (1.6) maximum allowable deflection at the center of a transom bar. The accompanying chart is calculated for 1/4" (6.4) thick glass supported on two setting blocks placed at the loading points shown.
WIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
WIDTH IN METERS
WIDTH IN FEET
HEI
GH
T IN
FEE
T
HEI
GH
T IN
MET
ERS
A = (1/4 POINT LOADING)B = (1/6 POINT LOADING)C = (1/8 POINT LOADING)
A = (1/4 POINT LOADING)B = (1/6 POINT LOADING)C = (1/8 POINT LOADING)
400081DOUBLE ACTING
T-BAR
400502SINGLE ACTING
T-BAR
450500TRAY
400011TUBE
HORIZONTAL
400003TWO PIECE
HORIZONTAL
400004STOP
400004STOP
450CG002FILLER
DEADLOAD CHARTS