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Light Weight Cladding
CH5-32
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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
30
0.0120
0.619
33
0.011
0.012
0.004
12.3
8.59
50.4
8.57
29
0.0135
0.686
33
0.013
0.014
0.004
16.3
11.4
65.0
11.1
26
0.0180
0.923
33
0.021
0.021
0.007
32.3
22.6
120
20.4
24
0.0240
1.23
33
0.030
0.031
0.011
62.8
44.0
221
37.6
22
0.0330
1.46
33
0.039
0.041
0.014
104
72.7
353
60.0

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.)
   
0.0120
0.0135
0.0180
0.0240
0.0300
0.0120
0.0135
0.0180
0.0240
0.0300
0.0135
0.135
0.0180
0.0240
0.0300
16
B
102
122
192
282
358
108
127
193
290
383
134
159
241
362
479
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
20
B
65
78
123
180
229
69
82
123
185
245
86
102
154
232
306
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
24
B
45
54
85
125
159
48
57
86
129
170
60
71
107
161
213
D
41
48
76
116
157
S
S
S
S
S
S
S
S
S
S
30
B
29
35
55
80
102
31
36
55
82
109
38
45
69
103
136
D
21
25
39
59
81
S
S
S
S
S
S
S
S
S
S
36
B
20
24
38
56
71
21
25
38
57
76
27
31
48
72
95
D
12
14
23
34
47
S
S
S
S
S
23
27
43
65
88
42
B
-
-
28
41
52
-
-
28
42
56
20
23
35
53
69
D
-
-
14
22
29
-
-
S
S
S
14
17
27
41
55
48
B
-
-
21
31
40
-
-
21
32
43
-
-
27
40
53
D
-
-
9
15
20
-
-
S
S
S
-
-
18
27
37
54
B
-
-
-
25
31
-
-
-
25
34
-
-
21
32
42
D
-
-
-
10
14
-
-
-
24
33
-
-
13
19
26
60
B
-
-
-
20
25
-
-
-
21
27
-
-
-
26
34
D
-
-
-
7
10
-
-
-
18
24
-
-
-
14
19