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Wall Cladding
3-150
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Section Properties (Per Foot of Width)
Thickness
Weight
G90
Yield
Strength
Section Modulus
Deflection Moment of Inertia Mid Span (in.4)
Specified Web Crippling Data (lb)
Gauge
Base (in.)
(lb/ft2)
Ksi
Mid Span (in.3)
Support (in.3)
Pe1
Pe2
Pi1
Pi2
29
0.0135
0.750
80
0.29
0.035
0.027
6.70
4.69
42.5
7.22
28
0.0150
0.822
33
0.036
0.043
0.033
5.80
4.05
34.0
5.77
26
0.0180
1.01
50
0.043
0.051
0.039
14.6
10.3
77.0
13.1
24
0.0240
1.34
33
0.067
0.078
0.065
20.7
14.5
95.3
16.2
22
0.0300
1.63
33
0.087
0.101
0.090
36.2
25.4
154
26.2

Load Table
Maximum Specified Uniformly Distributed Load in lb/ft2 (psf)
Support
Spacing
(ft)
  
1-Span
Base Steel Thickness (in.)
2-Span
Base Steel Thickness (in.)
3-Span
Base Steel Thickness (in.)
   
0.0135
0.0150
0.0180
0.0240
0.0300
0.0135
0.0150
0.0180
0.0240
0.0300
0.0135
0.0150
0.0180
0.0240
0.0300
3'0"
B
67
53
96
99
127
82
63
113
114
149
102
78
141
143
186
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
3'6"
B
50
39
70
73
93
60
46
83
84
109
75
58
104
105
137
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
4'0"
B
38
30
54
56
71
46
35
64
64
84
58
44
80
80
105
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
4'6"
B
30
24
43
44
56
36
28
50
51
66
45
35
63
63
83
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
5'0"
B
24
-
35
36
46
29
23
41
41
54
37
28
51
51
67
D
S
-
S
S
S
S
S
S
S
S
35
S
S
S
S
5'6"
B
20
-
29
29
38
24
-
34
34
44
30
23
42
42
55
D
S
-
S
S
S
S
-
S
S
S
26
S
39
S
S
6'0"
B
-
-
24
25
32
20
-
28
29
37
26
20
35
36
46
D
-
-
16
S
S
S
-
S
S
S
20
S
30
S
S
6'6"
B
-
-
20
21
27
-
-
24
24
32
22
-
30
30
40
D
-
-
12
21
S
-
-
S
S
S
16
-
24
S
S
7'0"
B
-
-
-
-
23
-
-
21
21
27
-
-
26
26
34
D
-
-
-
-
23
-
-
S
S
S
-
-
19
S
S
7'6"
B
-
-
-
-
20
-
-
-
-
24
-
-
23
23
30
D
-
-
-
-
19
-
-
-
-
S
-
-
15
S
S
8'0"
B
-
-
-
-
-
-
-
-
-
21
-
-
20
20
26
D
-
-
-
-
-
-
-
-
-
S
-
-
13
S
S