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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=46<br />
y<br />
x<br />
y<br />
ERW<br />
x<br />
Nominal Size<br />
8 X 3<br />
Nominal Size<br />
8 X 2<br />
Wall Thickness<br />
Weight Per Foot<br />
1/2 3/8 5/16 1/4 3/16 1/8<br />
31.84 24.93 21.21 17.32 13.25 9.01<br />
∆<br />
Inches<br />
Wall Thickness<br />
Weight Per Foot<br />
3/8 5/16 1/4 3/16 1/8<br />
22.37 19.08 15.62 11.97 8.16<br />
∆<br />
Inches<br />
Design Wall Thickness<br />
0.465 0.349 0.291 0.233 0.174 0.116<br />
Design Wall Thickness<br />
0.349 0.291 0.233 0.174 0.116<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 />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
148 122 107 90 70 49 0.02<br />
99 82 72 60 47 33 0.04<br />
74 61 54 45 35 24 0.06<br />
59 49 43 36 28 20 0.10<br />
49 41 36 30 23 16 0.14<br />
42 35 31 26 20 14 0.19<br />
38 32 28 23 18 13 0.17<br />
37 31 27 22 18 12 0.25<br />
34 28 24 20 16 11 0.23<br />
33 27 24 20 16 11 0.32<br />
30 25 22 18 14 9.9 0.29<br />
30 24 21 18 14 9.8 0.39<br />
27 22 20 16 13 8.9 0.36<br />
27 22 20 16 13 8.9 0.48<br />
24 20 18 15 12 8.1 0.43<br />
25 20 18 15 12 8.1 0.57<br />
22 19 16 14 11 7.4 0.51<br />
23 19 17 14 11 7.5 0.66<br />
21 17 15 13 9.8 6.8 0.60<br />
21 17 15 13 10 7.0 0.77<br />
19 16 14 12 9.1 6.3 0.70<br />
20 16 14 12 9.0 6.5 0.88<br />
18 15 13 11 8.5 5.9 0.80<br />
18 15 13 11 8.8 6.1 1.01<br />
17 14 12 10 8.0 5.6 0.91<br />
17 14 13 11 8.3 5.8 1.13<br />
16 13 11 9.6 7.5 5.2 1.03<br />
16 14 12 10 7.8 5.4 1.27<br />
15 12 11 9.1 7.1 4.9 1.16<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 />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
97 85 72 57 40 0.02<br />
64 57 48 38 27 0.04<br />
48 43 36 28 20 0.06<br />
39 34 29 23 16 0.10<br />
35 31 26 21 14 0.09<br />
32 28 24 19 13 0.14<br />
29 26 22 17 12 0.13<br />
28 24 21 16 11 0.19<br />
25 22 19 15 10 0.17<br />
24 21 18 14 9.9 0.25<br />
22 19 16 13 9.0 0.23<br />
21 19 16 13 8.8 0.32<br />
20 17 15 11 8.0 0.29<br />
19 17 14 11 8.0 0.39<br />
18 16 13 10 7.2 0.36<br />
18 16 13 10 7.2 0.48<br />
16 14 12 9.4 6.6 0.43<br />
16 14 12 9.5 6.6 0.57<br />
15 13 11 8.6 6.0 0.51<br />
15 13 11 8.7 6.1 0.66<br />
14 12 10 7.9 5.6 0.60<br />
14 12 10 8.1 5.7 0.77<br />
13 11 9.4 7.4 5.2 0.70<br />
13 11 10 7.6 5.3 0.88<br />
12 10 8.7 6.9 4.8 0.80<br />
12 11 9.0 7.1 5.0 1.01<br />
11 9.7 8.2 6.5 4.5 0.91<br />
11 10 8.5 6.7 4.7 1.13<br />
10 9.1 7.7 6.1 4.3 1.03<br />
11 9.5 8.0 6.3 4.4 1.27<br />
9.8 8.6 7.3 5.7 4.0 1.16<br />
WEB SHEAR AND PROPERTY VALUES<br />
V, kips<br />
137 103 86 69 51 34<br />
S x , In. 3 14.6 12.1 10.6 8.88 6.94 4.83<br />
V, kips<br />
103 86 69 51 34<br />
S x , In. 3 9.56 8.43 7.12 5.61 3.93<br />
Loads in shaded area based upon maximum allowable bending stress, F b , equal to 0.60 F y .<br />
25
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