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=50<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 />
314 270 218 186 149 0.02 109 0.02<br />
209 180 145 125 103 0.04 73 0.03<br />
157 135 109 94 78 0.07 55 0.06<br />
125 108 87 75 62 0.11 44 0.10<br />
105 90 73 63 52 0.15 36 0.14<br />
90 77 62 54 44 0.21 31 0.19<br />
78 67 54 47 39 0.27 27 0.25<br />
70 60 48 42 34 0.35 24 0.31<br />
63 54 44 38 31 0.43 22 0.39<br />
57 49 40 34 28 0.52 20 0.47<br />
52 45 36 31 26 0.61 18 0.56<br />
48 41 34 29 24 0.72<br />
– –<br />
44 38 30 26 22 0.66 17 0.66<br />
45 39 31 27 22 0.84<br />
– –<br />
41 35 28 24 20 0.76 16 0.76<br />
42 36 29 25 21 0.96<br />
– –<br />
38 33 26 23 19 0.87 15 0.87<br />
39 34 27 24 19 1.09<br />
– –<br />
36 31 25 21 18 0.99 14 0.99<br />
37 32 26 22 18 1.23<br />
– –<br />
34 29 23 20 17 1.12 13 1.12<br />
WEB SHEAR AND PROPERTY VALUES<br />
V, kips<br />
186 149 112 93 75 56<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 />
65
Change language