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Roof and Wall Cladding
8-175
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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
26
0.018
1.10
33
0.118
0.118
0.104
16.6
11.6
104
17.7
24
0.024
1.46
33
0.158
0.158
0.138
37.4
26.2
196
33.3
22
0.030
1.78
33
0.196
0.196
0.173
67.4
47.2
318
54.0
20
0.036
2.01
33
0.234
0.234
0.207
107
74.9
470
79.9
18
0.048
2.68
33
0.309
0.309
0.275
216
150
867
147

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.)
   
0.018
0.024
0.030
0.036
0.048
0.018
0.024
0.030
0.036
0.048
0.018
0.024
0.030
0.036
0.048
4'0"
B
97
130
162
193
255
97
130
162
193
255
122
162
202
241
318
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
4'6"
B
77
103
128
152
201
77
103
128
152
201
96
128
160
190
251
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
5'0"
B
62
83
103
123
163
62
83
103
123
163
78
104
129
154
204
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
5'6"
B
51
69
85
102
135
52
69
85
102
135
64
86
107
128
168
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
6'0"
B
43
58
72
86
113
43
58
72
86
113
54
72
90
107
141
D
42
56
70
83
111
S
S
S
S
S
S
S
S
S
S
6'6"
B
37
49
61
73
96
37
49
61
73
96
46
61
76
91
120
D
33
44
55
66
87
S
S
S
S
S
S
S
S
S
S
7'0"
B
32
42
53
63
83
32
42
53
63
83
40
53
66
79
104
D
26
35
44
53
70
S
S
S
S
S
S
S
S
S
S
7'6"
B
28
37
46
55
72
28
37
46
55
72
35
46
57
69
91
D
21
29
36
43
57
S
S
S
S
S
S
S
S
S
S
8'0"
B
24
32
40
48
64
24
32
40
48
64
30
41
50
60
80
D
18
24
29
35
47
S
S
S
S
S
S
S
S
S
S
8'6"
B
22
29
36
43
56
22
29
36
43
56
27
36
45
53
70
D
15
20
25
29
39
S
S
S
S
S
S
S
S
S
S
9'0"
B
19
26
32
38
50
-
26
32
38
50
24
32
40
48
63
D
12
17
21
25
33
-
S
S
S
S
23
31
39
47
62