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Light Weight Cladding
Diamond Rib
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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
0.654
80
0.021
0.018
0.013
17.5
12.2
85.7
14.6
29
0.0135
0.725
80
0.024
0.022
0.016
23.7
16.6
111
18.8
26
0.0180
0.975
50
0.035
0.033
0.022
46.6
32.6
196
33.3
24
0.0240
1.30
33
0.055
0.050
0.030
61.2
42.9
238
40.5

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
0.0120
0.0135
0.0180
0.024
0.0120
0.0135
0.0180
0.0240
16
B
301
352
499
510
269
318
467
462
336
397
583
578
D
S
S
S
S
S
S
S
S
S
S
S
S
20
B
192
225
319
327
172
203
299
296
215
254
373
370
D
S
S
S
S
S
S
S
S
S
S
S
S
24
B
134
156
222
227
120
141
207
206
149
176
259
257
D
S
S
S
S
S
S
S
S
S
S
S
S
30
B
86
100
142
145
76
90
133
132
96
113
166
164
D
S
S
S
S
S
S
S
S
S
S
S
S
36
B
59
69
98
101
53
63
92
91
66
78
115
114
D
43
50
72
97
S
S
S
S
S
S
S
S
42
B
44
51
72
74
39
46
68
67
49
58
85
84
D
27
32
46
61
S
-
S
S
S
S
S
S
48
B
33
39
55
57
30
35
52
51
37
44
65
64
D
18
21
31
41
S
S
S
S
34
40
58
S
54
B
26
31
44
45
24
28
41
41
30
35
51
51
D
13
15
21
29
S
S
S
S
24
28
41
S
60
B
21
25
35
36
-
23
33
33
24
28
41
41
D
9
11
16
21
-
S
S
S
18
20
30
40
66
B
-
21
29
30
-
-
27
27
20
23
34
34
D
-
8
12
16
-
-
S
S
13
15
22
30
72
B
-
-
25
25
-
-
23
23
-
20
29
29
D
-
-
9
12
-
-
22
S
-
12
17
23