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<strong>HSS</strong> Beam Load Tables<br />
Square Structural Steel Tubing<br />
Total Allowable Uniform Load in Kips for Beams with Lateral Support<br />
Fy=50<br />
y<br />
x<br />
x<br />
y<br />
ERW<br />
Nominal Size<br />
1 3/4 X 1 3/4 Nominal Size 1 5/8 X 1 5/8 Nominal Size 1 1/2 X 1 1/2 Nominal Size 1 1/4 X 1 1/4<br />
Wall Thickness<br />
Weight Per Foot<br />
3/16<br />
3.68<br />
∆<br />
Inches<br />
Wall Thickness<br />
Weight Per Foot<br />
3/16 1/8<br />
3.36 2.42<br />
∆<br />
Inches<br />
Wall Thickness<br />
Weight Per Foot<br />
3/16 1/8<br />
3.04 2.20<br />
∆<br />
Inches<br />
Wall Thickness<br />
Weight Per Foot<br />
3/16 1/8<br />
2.40 1.78<br />
∆<br />
Inches<br />
Design Wall Thickness<br />
0.174<br />
Design Wall Thickness<br />
0.174 0.116<br />
Design Wall Thickness 0.174 0.116<br />
Design Wall Thickness<br />
0.174 0.116<br />
Span in Feet<br />
1<br />
2<br />
3<br />
10 0.02<br />
5.1 0.08<br />
3.4 0.18<br />
Span in Feet<br />
1<br />
2<br />
3<br />
8.4 6.6 0.02<br />
4.2 3.3 0.08<br />
2.8 2.2 0.19<br />
Span in Feet<br />
1<br />
2<br />
3<br />
6.9 5.5 0.02<br />
3.5 2.8 0.09<br />
2.3 1.8 0.20<br />
Span in<br />
Feet<br />
1<br />
2<br />
4.3 3.6 0.03<br />
2.1 1.8 0.11<br />
WEB SHEAR AND PROPERTY VALUES<br />
V, kips<br />
S x , In. 3<br />
12<br />
0.462<br />
V, kips<br />
S x , In. 3<br />
11 7.5<br />
0.384 0.302<br />
V, kips<br />
10 7.0<br />
S x , In. 3 0.314 0.251<br />
V, kips<br />
8.7 5.8<br />
S x , In. 3 0.194 0.162<br />
91
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