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Roof Deck
RD36
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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
22
0.030
1.75
33
0.184
0.183
0.163
94.0
65.8
367
62.4
20
0.036
2.07
33
0.226
0.233
0.207
145
101
542
92.1
18
0.048
2.72
33
0.307
0.315
0.280
282
197
997
170
16
0.060
3.37
33
0.87
0.389
0.349
467
327
1594
271

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.)
   
0.030
0.036
0.048
0.060
0.030
0.036
0.048
0.060
0.030
0.036
0.048
0.060
4'0"
B
152
186
253
319
151
192
259
321
189
240
324
401
D
S
S
S
S
S
S
S
S
S
S
S
S
5'0"
B
97
119
162
204
97
123
166
205
121
154
208
257
D
85
108
147
183
S
S
S
S
S
S
S
S
5'6"
B
80
98
134
169
80
102
137
170
100
127
172
212
D
64
81
110
137
S
S
S
S
S
S
S
S
6'0"
B
68
83
113
142
67
85
115
143
84
107
144
178
D
49
63
85
106
S
S
S
S
S
S
S
S
6'6"
B
58
70
96
121
57
73
98
121
72
91
123
152
D
39
49
67
83
S
S
S
S
S
S
S
S
7'0"
B
50
61
83
104
49
63
85
105
62
78
106
131
D
31
39
53
67
S
S
S
S
59
74
101
126
7'6"
B
43
53
72
91
43
55
74
91
54
68
92
114
D
25
32
43
54
S
S
S
S
39
50
68
84
8'0"
B
38
47
63
80
38
48
65
80
47
60
81
100
D
21
26
36
45
S
S
S
S
39
50
68
84
8'6"
B
34
41
56
71
33
43
57
71
42
53
72
89
D
17
22
30
37
S
S
S
S
33
42
56
70
9'0"
B
30
37
50
63
30
38
51
63
37
47
64
79
D
15
19
25
31
S
S
S
S
28
35
48

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