| Web Crippling Strength LiteSteel Beam |
| Single Load or Reaction - End and Interior |
| ID |
wt per ft |
1.5 h |
Design Web Crippling Strength ΦwPn (kips) |
Design Flexural Strength
ΦbMnxo |
End Load
c ≥ 1.5 h
Bearing Length N (in) |
Interior Load
c ≥ 1.5 h
Bearing Length N (in) |
|
| lb/ft |
in |
1 |
2 |
3 |
4 |
6 |
8 |
1 |
2 |
3 |
4 |
6 |
8 |
kip/ft |
| 1400LSB350-134 |
13.07 |
16.8 |
7.2 |
8 |
8.5 |
9 |
9.8 |
10.6 |
14.2 |
15.5 |
16 |
16.5 |
17.3 |
18.1 |
73.6 |
| 1400LSB350-118 |
11.59 |
16.8 |
5.8 |
6.3 |
6.7 |
7.1 |
7.8 |
8.4 |
11.2 |
12.2 |
12.6 |
12.9 |
13.6 |
14.3 |
63.5 |
| 1400LSB350-98 |
9.73 |
16.8 |
4.2 |
4.5 |
4.8 |
5.1 |
5.6 |
6.1 |
8 |
8.5 |
8.8 |
9.1 |
9.6 |
10.1 |
50.1 |
| 1200LSB350-134 |
12.17 |
13.8 |
7.2 |
8.1 |
8.7 |
9.2 |
10 |
10.8 |
14.2 |
15.7 |
16.2 |
16.6 |
17.5 |
18.3 |
60.5 |
| 1200LSB350-118 |
10.8 |
13.8 |
5.8 |
6.5 |
6.9 |
7.3 |
8 |
8.6 |
11.2 |
12.3 |
12.7 |
13.1 |
13.8 |
14.4 |
53.8 |
| 1200LSB350-98 |
9.07 |
13.8 |
4.2 |
4.6 |
4.9 |
5.2 |
5.7 |
6.2 |
8 |
8.6 |
8.9 |
9.2 |
9.7 |
10.2 |
42.7 |
| 1000LSB300-118 |
8.97 |
11.5 |
5.8 |
6.3 |
6.8 |
7.2 |
8 |
8.6 |
11.3 |
12 |
12.4 |
12.8 |
13.6 |
14.2 |
37.2 |
| 1000LSB300-98 |
7.54 |
11.5 |
4.2 |
4.5 |
4.9 |
5.2 |
5.7 |
6.2 |
8 |
8.4 |
8.7 |
9 |
9.6 |
10.1 |
31.4 |
| 1000LSB300-79 |
6.09 |
11.5 |
2.7 |
3 |
3.2 |
3.4 |
3.8 |
4.2 |
5.2 |
5.4 |
5.6 |
5.8 |
6.2 |
6.6 |
23.6 |
| 800LSB250-98 |
5.96 |
9.1 |
4 |
4.5 |
4.8 |
5.2 |
5.7 |
6.3 |
7.8 |
8.2 |
8.5 |
8.8 |
9.4 |
9.9 |
19.7 |
| 800LSB250-79 |
4.82 |
9.1 |
2.7 |
2.9 |
3.2 |
3.4 |
3.8 |
4.2 |
5 |
5.3 |
5.5 |
5.7 |
6.1 |
6.5 |
16.1 |
| 800LSB250-59 |
3.67 |
9.1 |
1.6 |
1.7 |
1.9 |
2 |
2.3 |
2.5 |
2.8 |
3 |
3.1 |
3.3 |
3.5 |
3.7 |
11.1 |
US 50 ksi steel
US Imperial (Launch 2008)
Based on AISI:2001 & University of Sydney testing. |
