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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 />
7 X 3<br />
Nominal Size<br />
6 X 5<br />
Wall Thickness<br />
Weight Per Foot<br />
1/2 3/8 5/16 1/4 3/16 1/8<br />
28.43 22.37 19.08 15.62 11.97 8.16<br />
∆<br />
Inches<br />
Wall Thickness<br />
Weight Per Foot<br />
3/8 5/16 1/4 3/16<br />
24.93 21.21 17.32 13.25<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<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 />
117 98 86 73 57 40 0.02<br />
78 66 58 49 38 27 0.04<br />
59 49 43 36 29 20 0.07<br />
47 39 35 29 23 16 0.11<br />
39 33 29 24 19 13 0.16<br />
34 28 25 21 16 11 0.22<br />
30 26 22 19 15 10 0.20<br />
29 25 22 18 14 10 0.29<br />
27 22 20 17 13 9.1 0.26<br />
26 22 19 16 13 8.9 0.36<br />
24 20 17 15 12 8.1 0.33<br />
23 20 17 15 11 8.0 0.45<br />
21 18 16 13 10 7.3 0.41<br />
21 18 16 13 10 7.3 0.54<br />
19 16 14 12 9.0 6.6 0.49<br />
20 16 14 12 10 6.7 0.65<br />
18 15 13 11 8.7 6.1 0.59<br />
18 15 13 11 8.8 6.1 0.76<br />
16 14 12 10 8.0 5.6 0.69<br />
17 14 12 10 8.2 5.7 0.88<br />
15 13 11 9.0 7.4 5.2 0.80<br />
16 13 12 9.7 7.6 5.3 1.01<br />
14 12 10 8.8 6.9 4.8 0.92<br />
15 12 11 9.1 7.1 5.0 1.15<br />
13 11 9.8 8.3 6.5 4.5 1.04<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 />
114 100 83 65 0.02<br />
76 66 56 43 0.05<br />
57 50 42 33 0.08<br />
46 40 33 26 0.13<br />
38 33 28 22 0.19<br />
33 28 24 19 0.26<br />
29 25 21 16 0.34<br />
25 22 19 14 0.42<br />
23 20 17 13 0.52<br />
21 18 15 12 0.63<br />
19 16 14 11 0.58<br />
19 17 14 11 0.75<br />
17 15 13 9.9 0.69<br />
18 15 13 10 0.88<br />
16 14 12 9.1 0.80<br />
16 14 12 9.3 1.03<br />
15 13 11 8.5 0.93<br />
WEB SHEAR AND PROPERTY VALUES<br />
V, kips<br />
120 90 75 60 45 30<br />
S x , In. 3 11.6 9.73 8.54 7.19 5.65 3.95<br />
V, kips<br />
77 64 51 38<br />
S x , In. 3 11.3 9.85 8.25 6.44<br />
Loads in shaded area based upon maximum allowable bending stress, F b , equal to 0.60 F y .<br />
28
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