T15 s – Metal Sales TDR-6 User Manual
Page 15
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© Metal Sales Manufacturing Corporation/ Subject to change without notice/ Effective Date 9/11
800.406.7387 (Corporate Office) • www.metalsales.us.com
T15 s
eCTion
P
roPerTies
ROOF PANEL PROFILE
WALL PANEL PROFILE
C
30" Coverage
4"
10" Pitch
3"
3"
7"
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
30”
50
30”
50
30”
33
30”
33
24
Ga.
22
20
18
Sxx
In
3
/ft
Ixx
In
4
/ft
Weight
PSF
1.42
1.89
2.24
2.95
Top in Compression
Sxx
In
3
/ft
Ixx
In
4
/ft
0.6536
0.2635
0.6340
0.2344 134 103 82 66 46 33 139 109 87 71 50 37
1.0008
0.4404
0.9792
0.3908 268 201 156 124 83 59 285 216 169 135 91 66
1.3480
0.6404
1.3880
0.6137 328 237 179 139 91 64 339 246 185 145 95 67
1.8640
0.9084
1.9400
0.8796 502 357 266 205 133 93 516 367 274 212 137 96
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.
C
30" Coverage
4"
10" Pitch
3"
7"
3"
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
30”
50
30”
50
30”
33
30”
33
24
Ga.
22
20
18
Sxx
In
3
/ft
Ixx
In
4
/ft
Weight
PSF
1.42
1.89
2.24
2.95
Top in Compression
Sxx
In
3
/ft
Ixx
In
4
/ft
0.6340
0.2344
0.6536
0.2635 139 109 87 71 50 37 134 103 82 66 46 33
0.9792
0.3908
1.0008
0.4404 285 216 169 169 91 66 268 201 156 124 83 59
1.3880
0.6137
1.3480
0.6404 339 246 185 185 95 67 328 237 179 139 91 64
1.9400
0.8796
1.8640
0.9084 516 367 274 274 137 96 502 357 266 205 133 93
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.