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 |
116.66 |
65.62 |
42.00 |
29.16 |
21.26 |
14.24 |
10.00 |
Live Load/Deflection |
116.66 |
65.62 |
42.00 |
29.16 |
21.26 |
14.24 |
10.00 |
||
2-Span |
Negative Wind Load |
114.69 |
64.99 |
41.74 |
29.04 |
21.36 |
16.37 |
12.94 |
|
Live Load/Deflection |
85.02 |
63.77 |
41.74 |
29.04 |
21.36 |
16.37 |
12.94 |
||
3-Span |
Negative Wind Load |
142.32 |
80.90 |
52.03 |
36.23 |
26.66 |
20.43 |
16.16 |
|
Live Load/Deflection |
96.61 |
72.46 |
52.03 |
36.23 |
26.66 |
20.43 |
16.16 |
||
4-Span |
Negative Wind Load |
133.18 |
75.62 |
48.61 |
33.84 |
24.90 |
19.08 |
15.09 |
|
Live Load/Deflection |
92.99 |
69.74 |
48.61 |
33.84 |
24.90 |
19.08 |
15.09 |
||
26 |
Single |
Negative Wind Load |
158.15 |
88.96 |
56.94 |
39.54 |
28.98 |
19.42 |
13.64 |
Live Load/Deflection |
158.15 |
88.96 |
56.94 |
39.54 |
28.98 |
19.42 |
13.64 |
||
2-Span |
Negative Wind Load |
155.46 |
88.10 |
56.58 |
39.37 |
28.96 |
22.19 |
17.54 |
|
Live Load/Deflection |
155.46 |
88.10 |
56.58 |
39.37 |
28.96 |
22.19 |
17.54 |
||
3-Span |
Negative Wind Load |
192.89 |
109.66 |
70.53 |
49.11 |
36.14 |
27.70 |
21.90 |
|
Live Load/Deflection |
192.89 |
109.66 |
70.53 |
49.11 |
36.14 |
27.70 |
21.90 |
||
4-Span |
Negative Wind Load |
180.50 |
102.50 |
65.89 |
45.87 |
33.75 |
25.87 |
20.45 |
|
Live Load/Deflection |
180.50 |
102.50 |
65.89 |
45.87 |
33.75 |
25.87 |
20.45 |
||
24 |
Single |
Negative Wind Load |
161.82 |
91.03 |
58.26 |
40.46 |
29.72 |
22.76 |
16.82 |
Live Load/Deflection |
161.82 |
91.03 |
58.26 |
40.46 |
29.72 |
22.76 |
16.82 |
||
2-Span |
Negative Wind Load |
159.03 |
90.13 |
57.89 |
40.28 |
29.63 |
22.70 |
17.95 |
|
Live Load/Deflection |
159.03 |
90.13 |
57.89 |
40.28 |
29.63 |
22.70 |
17.95 |
||
3-Span |
Negative Wind Load |
197.31 |
112.18 |
72.16 |
50.25 |
36.98 |
28.34 |
22.41 |
|
Live Load/Deflection |
197.31 |
112.18 |
72.16 |
50.25 |
36.98 |
28.34 |
22.41 |
||
4-Span |
Negative Wind Load |
184.64 |
104.86 |
67.42 |
46.93 |
34.53 |
26.46 |
20.92 |
|
Live Load/Deflection |
184.64 |
104.86 |
67.42 |
46.93 |
34.53 |
26.46 |
20.92 |
||
22 |
Single |
Negative Wind Load |
206.48 |
116.15 |
74.33 |
51.62 |
37.93 |
29.04 |
21.62 |
Live Load/Deflection |
206.48 |
116.15 |
74.33 |
51.62 |
37.93 |
29.04 |
21.62 |
||
2-Span |
Negative Wind Load |
202.85 |
114.99 |
73.86 |
51.39 |
37.80 |
28.96 |
22.90 |
|
Live Load/Deflection |
202.85 |
114.99 |
73.86 |
51.39 |
37.80 |
28.96 |
22.90 |
||
3-Span |
Negative Wind Load |
251.65 |
143.11 |
92.06 |
64.11 |
47.18 |
36.16 |
28.60 |
|
Live Load/Deflection |
251.65 |
143.11 |
92.06 |
64.11 |
47.18 |
36.16 |
28.60 |
||
4-Span |
Negative Wind Load |
235.50 |
133.77 |
86.01 |
59.88 |
44.06 |
33.77 |
26.70 |
|
Live Load/Deflection |
235.50 |
133.77 |
86.01 |
59.88 |
44.06 |
33.77 |
26.70 |
Notes:
NEGATIVE BENDING |
POSITIVE BENDING |
|||||||
Panel |
Fy |
Weight |
Ixe |
Sxe |
Maxo |
Ixe |
Sxe |
Maxo |
29 |
60* |
0.84 |
0.0195 |
0.0438 |
1.5749 |
0.019469664 |
0.0438 |
1.5749 |
26 |
60* |
1.06 |
0.0265 |
0.0594 |
2.1351 |
0.026536983 |
0.0594 |
2.1351 |
24 |
50 |
1.28 |
0.0327 |
0.0730 |
2.1846 |
0.032736243 |
0.0730 |
2.1846 |
22 |
50 |
1.62 |
0.0421 |
0.0931 |
2.7875 |
0.042064094 |
0.0931 |
2.7875 |
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.