T13 s – Metal Sales TDR-6 User Manual
Page 11
PI/D-11
I
ndustrIal
r
Ib
/ d
eep
r
Ib
s
erIes
© Metal Sales Manufacturing Corporation/ Subject to change without notice/ Effective Date 9/11
800.406.7387 (Corporate Office) • www.metalsales.us.com
T13 s
eCTion
P
roPerTies
ALLOWABLE UNIFORM LOADS PSF
(3 or More Equal Spans)
5’ 6’ 7’ 8’ 10’ 12’ 5’ 6’ 7’ 8’ 10’ 12’
SECTION PROPERTIES
Bottom in Compression
Width
(in.)
Yield
KSI
24”
50
24”
50
24”
33
24”
33
24
Ga.
22
20
18
Sxx
In
3
/ft
Ixx
In
4
/ft
Weight
PSF
1.58
2.10
2.48
3.27
Top in Compression
Sxx
In
3
/ft
Ixx
In
4
/ft
0.5010
0.2470
0.4140
0.2306 188 136 102 79 52 36 198 143 108 84 55 39
0.7570
0.4006
0.6045
0.3560 312 221 164 127 82 57 346 246 183 142 92 64
0.9810
0.5408
0.7890
0.4886 290 204 151 116 75 52 319 224 166 128 82 57
1.3635
0.7724
1.1190
0.7259 429 302 223 172 111 77 454 320 237 183 118 76
Inward
Load
Outward / Uplift
Load
1. Theoretical section properties have been calculated per AISI 2001. “Specifications for the Design of Cold-formed Steel Structural
Members.” Ixx and Sxx are effective section properties for deflection and bending.
2. Allowable load is calculated in accordance with AISI 2001 specifications considering bending, shear, combined bending and shear and
deflection. Allowable load considers both 3 or more equal span conditions. Allowable load does not address web crippling or
fasteners/support connection. Panel weight is not considered.
3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span.
4. Allowable loads do not include a 1/3 stress increase in uplift.
ALLOWABLE UNIFORM LOADS PSF
(3 or More Equal Spans)
5’ 6’ 7’ 8’ 10’ 12’ 5’ 6’ 7’ 8’ 10’ 12’
SECTION PROPERTIES
Bottom in Compression
Width
(in.)
Yield
KSI
24”
50
24”
50
24”
33
24”
33
24
Ga.
22
20
18
Sxx
In
3
/ft
Ixx
In
4
/ft
Weight
PSF
1.58
2.10
2.48
3.27
Top in Compression
Sxx
In
3
/ft
Ixx
In
4
/ft
0.4140
0.2306
0.5010
0.2470 198 143 108 84 55 39 188 136 102 79 52 36
0.6045
0.3560
0.7570
0.4006 346 246 183 142 92 64 312 221 164 127 82 57
0.7890
0.4886
0.9810
0.5408 319 224 166 128 82 57 290 204 151 116 75 52
1.1190
0.7259
1.3635
0.7724 454 320 237 183 118 82 429 302 223 172 111 77
Inward
Load
Outward
Load
1. Theoretical section properties have been calculated per AISI 2001. “Specifications for the Design of Cold-formed Steel Structural
Members.” Ixx and Sxx are effective section properties for deflection and bending.
2. Allowable load is calculated in accordance with AISI 2001 specifications considering bending, shear, combined bending and shear and
deflection. Allowable load considers both 3 or more equal span conditions. Allowable load does not address web crippling or
fasteners/support connection. Panel weight is not considered.
3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span.
4. Allowable loads do not include a 1/3 stress increase in uplift.
C
24" Coverage
3"
8" Pitch
5
1
/
8
"
2
7
/
8
"
C
24" Coverage
3"
8" Pitch
5
1
/
8
"
2
3
/
8
"
ROOF PANEL PROFILE
WALL PANEL PROFILE