You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
<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 />
Wall Thickness<br />
Weight Per Foot<br />
Design Wall Thickness<br />
8 X 6<br />
5/8<br />
50.81<br />
1/2<br />
42.05<br />
3/8<br />
32.58<br />
5/16<br />
27.59<br />
1/4<br />
22.42<br />
∆<br />
Inches<br />
3/16<br />
17.08<br />
0.581 0.465 0.349 0.291 0.233 0.174<br />
∆<br />
Inches<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 />
288 248 200 171 137 0.02 100 0.01<br />
192 165 134 115 95 0.04 67 0.03<br />
144 124 100 87 71 0.06 50 0.06<br />
115 99 80 69 57 0.10 40 0.09<br />
96 83 67 58 48 0.14 33 0.13<br />
82 71 57 49 41 0.19 29 0.17<br />
72 62 50 43 36 0.25 25 0.23<br />
64 55 45 38 32 0.32 22 0.29<br />
58 50 40 35 29 0.39 20 0.36<br />
52 45 36 31 26 0.48 18 0.43<br />
48 41 33 29 24 0.57 17 0.51<br />
44 38 31 27 22 0.66 15 0.60<br />
41 35 29 25 20 0.77 – –<br />
37 32 26 22 19 0.70 14 0.70<br />
38 33 27 23 19 0.88 – –<br />
35 30 24 21 17 0.80 13 0.80<br />
36 31 25 22 18 1.01 – –<br />
33 28 23 20 16 0.91 13 0.91<br />
34 29 24 20 17 1.13 – –<br />
31 27 21 19 15 1.03 12 1.03<br />
32 28 22 19 16 1.27 – –<br />
29 25 20 17 14 1.16 11 1.16<br />
WEB SHEAR AND PROPERTY VALUES<br />
V, kips<br />
171 137 103 86 69 51<br />
S x , In. 3 28.5 24.5 19.8 17.1 14.1 10.9<br />
Loads above heavy horizontal line based upon maximum shear stress, F v , equal to 0.40 F y .<br />
Loads in shaded area based upon maximum allowable bending stress, F b , equal to 0.60 F y .<br />
23
Change language