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Light Weight Cladding
4-150

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
0.035
0.029
0.466
6.70
4.69
42.5
7.22
28
0.0150
0.822
33
0.043
0.036
0.056
5.80
4.05
34.0
5.77
26
0.0180
1.01
50
0.051
0.043
0.067
14.6
10.3
77.0
13.1
24
0.0240
1.34
33
0.078
0.067
0.094
20.7
14.5
95.3
16.2
22
0.0330
1.63
33
1.101
0.087
0.117
36.2
25.4
154
26.2

Load Table
Maximum Specified Uniformly Distributed Load in lb/ft2 (psf)
Support
Spacing
(in.)
  
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
24
B
184
141
255
257
335
152
120
216
222
286
190
150
270
278
357
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
36
B
82
63
113
114
149
67
53
96
99
127
84
67
120
123
159
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
42
B
60
46
83
84
109
50
39
70
73
93
62
49
88
91
117
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
48
B
46
35
64
64
84
38
30
54
56
71
47
38
67
69
89
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
54
B
36
28
50
51
66
30
24
43
44
56
37
30
53
55
71
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
60
B
29
23
41
41
54
24
-
35
36
46
30
24
43
44
57
D
S
S
S
S
S
S
-
S
S
S
S
S
S
S
S
66
B
24
-
34
34
44
20
-
29
29
38
25
20
36
37
47
D
24
-
S
S
S
S
-
S
S
S
S
S
S
S
S
72
B
20
-
28
29
37
-
-
24
25
32
21
-
30
31
40
D
19
-
27
S
S
-
-
S
S
S
S
-
S
S
S
78
B
-
-
24
24
32
  
-
20
21
27
-
-
26
26
34
D
-
-
21
S
S
-
-
S
S
S
-
-
S
S
S
84
B
-
-
21
21
27
-
-
-
-
23
-
-
22
23
29
D
-
-
17
S
S
-
-
-
-
S
-
-
S
S
S
90
B
-
-
-
-
24
-
-
-
-
20
-
-
-
20
25
D
-
-
-
-
24
-
-
-
-
S
-
-
-
S
S
96
B
-
-
-
-
21
-
-
-
-
-
-
-
-
-
22
D
-
-
-
-
20
-
-
-
-
-
-
-
-
-
S