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=46 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 17 14 11 0.01 8.3 7.1 5.4 0.05 5.5 4.8 3.6 0.11 4.1 3.6 2.7 0.20 3.8 3.2 2.5 0.18 3.3 2.9 2.2 0.31 3.0 2.6 2.0 0.29 Span in Feet 1 2 3 4 10 7.8 0.02 5.0 3.9 0.06 3.3 2.6 0.14 2.5 1.9 0.25 2.3 1.8 0.23 Span in Feet 1 2 3 4 7.1 5.7 0.02 3.5 2.8 0.06 2.4 1.9 0.14 2.1 1.7 0.13 1.8 1.4 0.25 1.6 1.3 0.23 V, kips 21 16 11 S x , In. 3 0.820 0.705 0.535 WEB SHEAR AND PROPERTY VALUES V, kips 13 8.5 S x , In. 3 0.494 0.383 V, kips 13 8.5 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 . 36
<strong>HSS</strong> Beam Load Tables/Structural Steel Tubing Notes 37
Page 1 and 2: HOLLOW STRUCTURAL SECTIONS Beam Loa
Page 3 and 4: STI/HSS Member Companies Atlas Tube
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