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Light Weight Cladding
CH6-32
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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
0.012
0.011
0.005
12.3
8.59
50.4
8.57
29
0.0135
0.686
33
0.014
0.013
0.006
16.3
11.4
65.0
11.1
26
0.0180
0.923
33
0.021
0.021
0.009
32.3
22.6
120
20.4
24
0.0240
1.23
33
0.030
0.031
0.013
62.8
44.0
221
37.6
22
0.0300
1.46
33
0.041
0.039
0.016
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
0.0120
0.0135
0.0180
0.0240
0.0300
16
B
108
127
193
290
383
102
122
192
282
358
128
15.
240
352
448
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
20
B
69
82
123
185
245
65
78
123
180
229
82
98
154
225
287
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
24
B
48
57
86
129
170
45
54
85
128
159
57
68
107
157
199
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
30
B
31
36
55
82
109
29
35
55
80
102
36
44
68
100
127
D
30
35
52
70
87
S
S
S
S
S
S
S
S
S
S
36
B
21
25
38
57
76
20
24
38
56
71
25
30
47
70
88
D
18
21
30
40
50
S
S
S
S
S
S
S
S
S
S
42
B
-
-
28
42
56
-
-
28
41
52
-
22
35
51
65
D
-
-
19
25
32
-
-
S
S
S
-
S
S
48
60
48
B
-
-
21
32
43
-
-
21
31
40
-
-
27
39
50
D
-
-
13
17
21
-
-
S
S
S
-
-
24
32
40
54
B
-
-
-
25
34
-
-
-
25
31
-
-
21
31
39
D
-
-
-
12
15
-
-
-
S
S
-
-
17
23
28
60
B
-
-
-
21
27
-
-
-
20
25
-
-
-
25
32
D
-
-
-
9
11
-
-
-
S
S
-
-
-
16
21