HSS beam_load_tables_brochure - Pirate4x4.Com

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<strong>HSS</strong> Beam Load Tables Rectangular Structural Steel Tubing Total Allowable Uniform Load in Kips for Beams with Lateral Support Fy=50 y x y ERW x Nominal Size 2 1/2 X 1 1/2 Nominal Size 2 X 1 1/2 Nominal Size 2 X 1 Wall Thickness Weight Per Foot 1/4 3/16 1/8 5.41 4.32 3.05 ∆ Inches Wall Thickness Weight Per Foot 3/16 1/8 3.68 2.63 ∆ Inches Wall Thickness Weight Per Foot 3/16 1/8 3.04 2.20 ∆ Inches Design Wall Thickness 0.233 0.174 0.116 Design Wall Thickness 0.174 0.116 Design Wall Thickness 0.174 0.116 Span in Feet 1 2 3 4 5 18 16 12 0.01 9.0 7.8 5.9 0.05 6.0 5.2 3.9 0.12 4.5 3.9 2.9 0.22 4.1 3.5 2.7 0.20 3.6 3.1 2.4 0.34 3.3 2.8 2.1 0.31 Span in Feet 1 2 3 4 11 8.4 0.02 5.4 4.2 0.07 3.6 2.8 0.15 2.7 2.1 0.27 2.5 1.9 0.25 Span in Feet 1 2 3 4 7.7 6.2 0.02 3.8 3.1 0.07 2.6 2.1 0.15 2.3 1.9 0.14 1.9 1.5 0.27 1.7 1.4 0.25 V, kips 23 17 12 S x , In. 3 0.820 0.705 0.535 WEB SHEAR AND PROPERTY VALUES V, kips 14 9.3 S x , In. 3 0.494 0.383 V, kips 14 9.3 S x , In. 3 0.349 0.280 Loads in shaded area based upon maximum allowable bending stress, F b , equal to 0.60 F y . 78
<strong>HSS</strong> Beam Load Tables/Structural Steel Tubing Notes 79
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