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| Vertarib |
|

|
VERTARIB |
|
SUGGESTED UNIFORM WIND LOADS IN POUNDS PER SQUARE
FOOT
|
|
GA. |
SPAN |
4.0' |
4.6" |
5.0" |
5.6" |
6.0" |
6.6" |
7'0" |
7.6 ' |
8.0" |
8.6' |
9.0" |
9. 6" |
10.0' |
|
18 |
1 |
176 |
140 |
111 |
92 |
78 |
66 |
54 |
46 |
41 |
37 |
32 |
30 |
23 |
|
stl |
3 |
201 |
157 |
127 |
105 |
88 |
72 |
65 |
54 |
48 |
42 |
37 |
34 |
33 |
|
20 |
1 |
136 |
107 |
87 |
71 |
57 |
49 |
42 |
36 |
33 |
28 |
26 v |
22 |
19 |
|
stl. |
3 |
156 |
120 |
97 |
80 |
68 |
57 |
48 |
41 |
36 |
32 |
27 |
26 |
22 |
|
22 |
1 |
113 |
89 |
72 |
58 |
49 |
40 |
36 |
28 |
26 |
23 |
19 |
18 |
15 |
|
stl. |
|
128 |
113 |
81 |
67 |
55 |
46 |
40 |
33 |
31 |
26 |
24 |
22 |
19 |
|
24 |
1 |
92 |
70 |
55 |
47 |
40 |
32 |
27 |
24 |
22 |
18 |
|
|
|
|
stl. |
3 |
102 |
80 |
65 |
53 |
45 |
37 |
30 |
27 |
24 |
22 |
18 |
|
|
|
26 |
1 |
84 |
66 |
54 |
44 |
37 |
29 |
27 |
23 |
20 |
17 |
|
|
|
|
sit. |
3 |
95 |
75 |
59 |
49 |
40 |
35 |
30 |
26 |
22 |
19 |
|
|
|
NOTES:
1. All material 50,000 P31 yieid_strenQth.
2. Loads shown based on stressgoverning per AISC specs.
3. For 18 Ga. and 20 Ga.. material at 37,000.PSI multiply
loads
shown by :74. |
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