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Roof and Wall Cladding
7/8" CORRUGATED
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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
1.06
33
0.057
0.057
0.025
-
-
-
-
24
0.024
1.41
33
0.074
0.074
0.033
-
-
-
-
22
0.030
1.71
33
0.091
0.091
0.040
-
-
-
-
20
0.036
1.94
33
0.108
0.108
0.047
-
-
-
-
18
0.048
2.58
33
0.139
0.139
0.061
-
-
-
-

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
47
61
75
89
114
47
61
75
89
114
58
77
94
111
143
D
34
44
54
64
83
S
S
S
S
S
S
S
S
S
S
4'6"
B
37
48
59
70
90
37
48
59
70
90
46
61
74
88
113
D
24
31
38
45
58
S
S
S
S
S
45
59
72
85
110
5'0"
B
30
39
48
57
73
30
39
48
57
73
37
49
60
71
92
D
17
23
28
33
42
S
S
S
S
S
33
43
53
62
80
5'6"
B
25
32
40
47
61
25
32
40
47
61
31
41
50
59
76
D
13
17
21
25
32
S
S
S
S
S
25
32
40
47
60
6'0"
B
21
27
33
39
51
21
27
33
39
51
26
34
42
49
64
D
10
13
16
19
25
S
S
S
S
S
19
25
30
36
46
6'6"
B
-
23
28
34
43
-
23
29
34
43
22
29
36
42
54
D
-
10
13
15
19
-
S
S
S
S
15
20
24
28
36
7'0"
B
-
20
25
29
37
-
20
25
29
37
-
25
31
36
47
D
-
8
10
12
15
-
20
24
29
37
-
16
19
23
29
7'6"
B
-
-
21
25
33
-
-
21
25
33
-
22
27
32
41
D
-
-
8
10
13
-
-
20
23
30
-
13
16
18
24
8'0"
B
-
-
-
22
29
-
-
-
22
29
-
-
24
28
36
D
-
-
-
8
10
-
-
-
19
25
-
-
13
15
20
8'6"
B
-
-
-
20
25
-
-
-
20
25
-
-
21
25
32
D
-
-
-
7
9
-
-
-
16
21
-
-
11
13
16
9'0"
B
-
-
-
-
23
-
-
-
-
23
-
-
-
22
28
D
-
-
-
-
7
-
-
-
-
17
-
-
-
11
14