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Roof and Wall Cladding
7 - 150 F and 7- 150 NF
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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
1.09
33
0.094
0.089
0.099
22.7
15.9
112
19.0
24
0.024
1.45
33
0.136
0.127
0.132
47.8
33.4
210
35.7
22
0.030
1.76
33
0.175
0.163
0.165
82.9
58.1
339
57.7
20
0.036
2.00
33
0.208
0.198
0.197
129
90.0
501
85.1

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
0.018
0.024
0.030
0.036
0.018
0.024
0.030
0.036
4'0"
B
78
112
144
172
73
105
134
164
92
131
167
205
D
S
S
S
S
S
S
S
S
S
S
S
S
4'6"
B
61
88
114
136
58
83
106
129
72
103
132
162
D
S
S
S
S
S
S
S
S
S
S
S
S
5'0"
B
50
72
92
110
47
67
86
105
59
84
107
131
D
S
S
S
S
S
S
S
S
S
S
S
S
5'6"
B
41
59
76
91
39
55
71
87
48
69
89
108
D
S
S
S
S
S
S
S
S
S
S
S
S
6'0"
B
34
50
64
76
33
47
60
73
41
58
74
91
D
S
S
S
S
S
S
S
S
S
S
S
S
6'6"
B
29
42
55
65
28
40
51
62
35
50
63
77
D
S
42
52
63
S
S
S
S
S
S
S
S
7'0"
B
25
37
47
56
24
34
44
53
30
43
55
67
D
25
34
42
50
S
S
S
S
S
S
S
S
7'6"
B
22
32
41
49
21
30
38
47
26
37
48
58
D
21
27
34
41
S
S
S
S
S
S
S
S
8'0"
B
-
28
36
43
-
26
33
41
23
33
42
51
D
-
23
28
34
-
S
S
S
S
S
S
S
8'6"
B
-
25
32
38
-
23
30
36
20
29
37
45
D
-
19
23
28
-
S
S
S
S
S
S
S
9'0"
B
-
22
28
34
-
21
26
32
-
26
33
40
D
-
16
20
24
-
S
S
S
-
S
S
S