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 |
142.84 |
80.35 |
51.42 |
35.71 |
26.24 |
20.09 |
15.87 |
Live Load/Deflection |
102.44 |
68.59 |
35.12 |
20.32 |
12.80 |
8.57 |
6.02 |
||
2-Span |
Negative Wind Load |
110.34 |
71.62 |
49.82 |
36.44 |
27.70 |
21.71 |
17.44 |
|
Live Load/Deflection |
102.19 |
64.82 |
44.37 |
32.09 |
24.20 |
18.86 |
15.09 |
||
3-Span |
Negative Wind Load |
123.35 |
82.15 |
58.28 |
43.24 |
33.22 |
26.25 |
21.21 |
|
Live Load/Deflection |
115.90 |
75.44 |
52.58 |
38.51 |
28.80 |
19.30 |
13.55 |
||
4-Span |
Negative Wind Load |
119.43 |
78.91 |
55.63 |
41.08 |
31.45 |
24.78 |
19.99 |
|
Live Load/Deflection |
111.72 |
72.13 |
49.98 |
36.45 |
27.66 |
20.76 |
14.58 |
||
26 |
Single |
Negative Wind Load |
237.61 |
133.66 |
85.54 |
59.40 |
43.64 |
33.51 |
26.40 |
Live Load/Deflection |
162.95 |
103.02 |
52.75 |
30.53 |
19.22 |
12.88 |
9.04 |
||
2-Span |
Negative Wind Load |
222.59 |
136.44 |
91.38 |
65.16 |
48.68 |
37.69 |
30.01 |
|
Live Load/Deflection |
143.95 |
107.96 |
79.83 |
56.57 |
42.08 |
32.49 |
25.82 |
||
3-Span |
Negative Wind Load |
258.47 |
162.17 |
110.20 |
79.32 |
59.63 |
46.36 |
37.03 |
|
Live Load/Deflection |
163.58 |
122.69 |
97.08 |
64.84 |
40.83 |
27.35 |
19.21 |
||
4-Span |
Negative Wind Load |
247.30 |
153.99 |
104.13 |
74.72 |
56.05 |
43.52 |
34.72 |
|
Live Load/Deflection |
157.45 |
118.09 |
91.48 |
65.14 |
44.07 |
29.52 |
20.74 |
||
24 |
Single |
Negative Wind Load |
251.48 |
141.46 |
90.53 |
62.87 |
46.19 |
35.36 |
27.94 |
Live Load/Deflection |
202.14 |
135.78 |
69.52 |
40.23 |
25.33 |
16.97 |
11.92 |
||
2-Span |
Negative Wind Load |
253.79 |
147.73 |
96.14 |
67.39 |
49.79 |
38.27 |
30.31 |
|
Live Load/Deflection |
156.28 |
117.21 |
88.20 |
61.73 |
45.57 |
35.00 |
27.71 |
||
3-Span |
Negative Wind Load |
307.17 |
181.07 |
118.61 |
83.46 |
61.81 |
47.58 |
37.73 |
|
Live Load/Deflection |
177.59 |
133.19 |
106.55 |
76.57 |
53.77 |
36.02 |
25.30 |
||
4-Span |
Negative Wind Load |
289.91 |
170.16 |
111.21 |
78.15 |
57.83 |
44.49 |
35.27 |
|
Live Load/Deflection |
170.93 |
128.19 |
102.17 |
71.66 |
52.97 |
38.84 |
27.28 |
||
22 |
Single |
Negative Wind Load |
346.31 |
194.80 |
124.67 |
86.58 |
63.61 |
48.70 |
38.48 |
Live Load/Deflection |
322.96 |
181.52 |
92.94 |
53.78 |
33.87 |
22.69 |
15.94 |
||
2-Span |
Negative Wind Load |
357.18 |
205.97 |
133.40 |
93.26 |
68.79 |
52.81 |
41.80 |
|
Live Load/Deflection |
199.38 |
149.54 |
119.63 |
85.47 |
63.01 |
48.35 |
38.26 |
||
3-Span |
Negative Wind Load |
435.96 |
253.83 |
165.20 |
115.80 |
85.57 |
65.76 |
52.09 |
|
Live Load/Deflection |
226.57 |
169.93 |
135.94 |
106.25 |
71.31 |
47.77 |
33.55 |
||
4-Span |
Negative Wind Load |
410.29 |
238.09 |
154.70 |
108.33 |
80.00 |
61.46 |
48.67 |
|
Live Load/Deflection |
218.07 |
163.56 |
130.84 |
99.36 |
73.31 |
51.25 |
35.99 |
Notes:
NEGATIVE BENDING |
POSITIVE BENDING |
|||||||
Panel |
Fy |
Weight |
Ixe |
Sxe |
Maxo |
Ixe |
Sxe |
Maxo |
29 |
60* |
0.66 |
0.0476 |
0.0478 |
1.9277 |
0.0502 |
0.0563 |
2.2693 |
26 |
60* |
0.86 |
0.0725 |
0.0774 |
3.2078 |
0.0754 |
0.0908 |
3.7590 |
24 |
50 |
1.06 |
0.0999 |
0.1134 |
3.3950 |
0.0994 |
0.1242 |
3.7193 |
22 |
50 |
1.36 |
0.1342 |
0.1562 |
4.6752 |
0.1329 |
0.1708 |
5.1137 |
Notes:
*Fy is 80-ksi reduced to 60-ksi in accordance with the 2012 edition of the North American Specification For Design Of Cold-Formed Steel Structural Members-A2.3.2.