T6-a s – Metal Sales T6-A User Manual
Page 9
PEF-9
© Metal Sales Manufacturing Corporation/ Subject to change without notice/ Effective Date 9/11
800.406.7387 (Corporate Office) • www.metalsales.us.com
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T6-a s
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ROOF PANEL PROFILE
WALL PANEL PROFILE
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
36”
50
36”
50
36”
33
36”
33
24
Ga.
22
20
18
Sxx
In
3
/ft
Ixx
In
4
/ft
Weight
PSF
1.21
1.61
1.90
2.51
Top in Compression
Sxx
In
3
/ft
Ixx
In
4
/ft
0.1140
0.1203
0.0870
0.1019 93 65 48 37 23 13 110 77 57 43 23 13
0.1633
0.1751
0.1267
0.1534 141 99 73 56 30 17 160 112 83 58 30 17
0.2067
0.2340
0.1667
0.2159 130 91 67 52 33 20 141 98 73 56 35 20
0.2767
0.3107
0.2400
0.2967 179 125 92 71 45 26 187 131 96 74 46 26
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 and 4 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
36" Coverage
7
3
/
16
" Pitch
3
1
/
2
"
1
1
/
2
"
1
5
/
8
"
3
11
/
16
"
C
36" Coverage
7
3
/
16
" Pitch
5
9
/
16
"
1
1
/
2
"
1
5
/
8
"
3
11
/
16
"
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
36”
50
36”
50
36”
33
36”
33
24
Ga.
22
20
18
Sxx
In
3
/ft
Ixx
In
4
/ft
Weight
PSF
1.18
1.56
1.85
2.43
Top in Compression
Sxx
In
3
/ft
Ixx
In
4
/ft
0.0857
0.1014
0.1077
0.1103 101 70 52 40 22 13 93 65 48 37 22 13
0.1233
0.1519
0.1533
0.1606 148 103 76 57 29 17 140 98 72 55 29 17
0.1633
0.2138
0.1967
0.2151 130 91 67 51 33 20 129 90 67 51 33 20
0.2367
0.2887
0.2633
0.2887 174 122 90 69 44 26 174 122 90 69 44 26
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 and 4 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.