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<strong>HSS</strong> Beam Load Tables<br />
Rectangular Structural Steel Tubing<br />
Total Allowable Uniform Load in Kips for Beams with Lateral Support<br />
Fy=50<br />
y<br />
x<br />
y<br />
ERW<br />
x<br />
Nominal Size<br />
6 X 2<br />
Nominal Size<br />
5 X 4<br />
Wall Thickness<br />
Weight Per Foot<br />
3/8 5/16 1/4 3/16 1/8<br />
17.27 14.83 12.21 9.42 6.46<br />
∆<br />
Inches<br />
Wall Thickness<br />
Weight Per Foot<br />
1/2 3/8 5/16 1/4 3/16<br />
25.03 19.82 16.96 13.91 10.70<br />
∆<br />
Inches<br />
Design Wall Thickness<br />
0.349 0.291 0.233 0.174 0.116<br />
Design Wall Thickness<br />
0.465 0.349 0.291 0.233 0.174<br />
Span in Feet<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
63 56 48 38 27 0.02<br />
42 37 32 26 18 0.05<br />
31 28 24 19 14 0.09<br />
25 22 19 15 11 0.14<br />
23 20 17 14 9.9 0.13<br />
21 19 16 13 9.1 0.20<br />
19 17 15 12 8.2 0.19<br />
18 16 14 11 7.8 0.28<br />
16 15 12 10 7.1 0.25<br />
16 14 12 9.6 6.8 0.36<br />
14 13 11 8.7 6.2 0.33<br />
14 12 11 8.5 6.0 0.46<br />
13 11 9.7 7.8 5.5 0.42<br />
13 11 9.6 7.7 5.4 0.57<br />
11 10 8.7 7.0 4.9 0.52<br />
11 10 8.7 7.0 4.9 0.69<br />
10 9.3 7.9 6.3 4.5 0.63<br />
10 9.4 8.0 6.4 4.5 0.82<br />
9.5 8.5 7.3 5.8 4.1 0.74<br />
Span in Feet<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
93 79 70 59 46 0.03<br />
62 53 46 39 31 0.06<br />
47 39 35 29 23 0.11<br />
37 32 28 24 19 0.17<br />
31 26 23 20 15 0.25<br />
27 23 20 17 13 0.33<br />
23 20 17 15 12 0.44<br />
21 18 15 13 10 0.55<br />
19 16 14 12 9.4 0.50<br />
19 16 14 12 9.3 0.68<br />
17 14 13 11 8.4 0.62<br />
WEB SHEAR AND PROPERTY VALUES<br />
V, kips<br />
84 70 56 42 28<br />
S x , In. 3 5.71 5.11 4.37 3.49 2.47<br />
V, kips<br />
93 70 58 47 35<br />
S x , In. 3 8.48 7.16 6.32 5.35 4.22<br />
Loads in shaded area based upon maximum allowable bending stress, F b , equal to 0.60 F y .<br />
72
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