Panel Gauge |
Span Type |
Load Type |
Span in Feet |
||||||
3.0 |
4.0 |
5.0 |
6.0 |
7.0 |
8.0 |
9.0 |
|||
29 |
Single |
Negative Wind Load |
106.73 |
60.04 |
35.53 |
20.56 |
12.95 |
8.68 |
6.09 |
Live Load/Deflection |
107.04 |
60.21 |
35.59 |
20.60 |
12.97 |
8.69 |
6.10 |
||
2-Span |
Negative Wind Load |
105.41 |
59.69 |
38.32 |
26.66 |
19.60 |
15.02 |
11.87 |
|
Live Load/Deflection |
105.12 |
59.52 |
38.21 |
26.58 |
19.55 |
14.98 |
11.84 |
||
3-Span |
Negative Wind Load |
130.89 |
74.33 |
47.78 |
33.26 |
24.47 |
18.17 |
12.76 |
|
Live Load/Deflection |
130.54 |
74.12 |
47.65 |
33.17 |
24.41 |
18.22 |
12.80 |
||
4-Span |
Negative Wind Load |
122.45 |
69.46 |
44.63 |
31.06 |
22.85 |
17.51 |
13.73 |
|
Live Load/Deflection |
122.12 |
69.27 |
44.51 |
30.98 |
22.79 |
17.46 |
13.77 |
||
26 |
Single |
Negative Wind Load |
163.78 |
92.13 |
51.62 |
29.87 |
18.81 |
12.60 |
8.85 |
Live Load/Deflection |
165.27 |
92.96 |
51.88 |
30.02 |
18.91 |
12.67 |
8.90 |
||
2-Span |
Negative Wind Load |
162.01 |
91.92 |
59.07 |
41.11 |
30.24 |
23.17 |
18.32 |
|
Live Load/Deflection |
160.61 |
91.11 |
58.54 |
40.74 |
29.97 |
22.97 |
18.16 |
||
3-Span |
Negative Wind Load |
200.80 |
114.34 |
73.60 |
51.27 |
37.74 |
26.03 |
18.28 |
|
Live Load/Deflection |
199.08 |
113.34 |
72.95 |
50.82 |
37.41 |
26.23 |
18.42 |
||
4-Span |
Negative Wind Load |
187.97 |
106.90 |
68.77 |
47.89 |
35.25 |
27.02 |
19.53 |
|
Live Load/Deflection |
186.36 |
105.96 |
68.16 |
47.47 |
34.93 |
26.77 |
19.67 |
||
24 |
Single |
Negative Wind Load |
155.32 |
87.37 |
55.92 |
38.83 |
25.19 |
16.87 |
11.85 |
Live Load/Deflection |
157.32 |
88.49 |
56.63 |
39.33 |
25.35 |
16.98 |
11.93 |
||
2-Span |
Negative Wind Load |
154.61 |
87.62 |
56.28 |
39.16 |
28.80 |
22.07 |
17.45 |
|
Live Load/Deflection |
152.72 |
86.53 |
55.57 |
38.66 |
28.44 |
21.79 |
17.22 |
||
3-Span |
Negative Wind Load |
191.83 |
109.06 |
70.15 |
48.85 |
35.95 |
27.55 |
21.79 |
|
Live Load/Deflection |
189.51 |
107.72 |
69.28 |
48.24 |
35.50 |
27.21 |
21.51 |
||
4-Span |
Negative Wind Load |
179.51 |
101.95 |
65.54 |
45.63 |
33.57 |
25.73 |
20.34 |
|
Live Load/Deflection |
177.33 |
100.69 |
64.72 |
45.05 |
33.15 |
25.40 |
20.08 |
||
22 |
Single |
Negative Wind Load |
201.90 |
113.57 |
72.68 |
50.48 |
32.69 |
21.90 |
15.38 |
Live Load/Deflection |
204.19 |
114.86 |
63.16 |
36.55 |
23.02 |
15.42 |
10.83 |
||
2-Span |
Negative Wind Load |
200.54 |
113.69 |
73.03 |
50.82 |
37.38 |
28.64 |
22.64 |
|
Live Load/Deflection |
198.37 |
112.44 |
72.22 |
50.25 |
36.96 |
28.32 |
22.39 |
||
3-Span |
Negative Wind Load |
248.75 |
141.48 |
91.02 |
63.39 |
46.66 |
35.76 |
28.28 |
|
Live Load/Deflection |
246.10 |
139.94 |
90.02 |
62.69 |
43.52 |
29.16 |
20.48 |
||
4-Span |
Negative Wind Load |
232.80 |
132.26 |
85.04 |
59.21 |
43.57 |
33.39 |
26.40 |
|
Live Load/Deflection |
230.30 |
13081 |
84.10 |
58.55 |
43.08 |
30.95 |
21.74 |
Notes:
NEGATIVE BENDING |
POSITIVE BENDING |
|||||||
Panel |
Fy |
Weight |
Ixe |
Sxe |
Maxo |
Ixe |
Sxe |
Maxo |
29 |
60* |
0.84 |
0.0119 |
0.0334 |
1.441 |
0.0119 |
0.0335 |
1.445 |
26 |
60* |
1.06 |
0.0172 |
0.0500 |
2.211 |
0.0173 |
0.0504 |
2.231 |
24 |
50 |
1.28 |
0.0231 |
0.0700 |
2.097 |
0.0232 |
0.0709 |
2.124 |
22 |
50 |
1.62 |
0.0299 |
0.0910 |
2.726 |
0.0301 |
0.0921 |
2.757 |
*Panels are made from 80 ksi yield material. Flexural effective yield strengths vary by direction of bending. Shear and web crippling capacities have been determined using an effective yield strength of 60 ksi.
Ixe = effective moment of inertia per foot of panel width at nominal moment capacity.
Sxe = effective section modulus per foot of panel width at nominal moment capacity.
Maxo = allowable bending moment base on initiation of yielding.