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Chapter 4 Design of Tension Members Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 1
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Selection of Sections Loads to be carried Compactness Fit with other members Maximum connectability Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 2
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Bolted connection probable section: Angles Channels W or S sections Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 3
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Welded connection probable section: Plates Channels Structural Tees Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 4
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Code requirements to be checked
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Additional Code Requirement AISCS D.1 : L / r < 300 – Ratio of unsupported length to least radius of gyration – Enough stiffness to control deflection and vibration – Not for rods Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 6
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Design process: (trial-and-error) 1.Estimate required area 2.Select a section from the AISCM A provided 3.Check the section's strength 4.May try a slightly larger or slightly smaller section as required 5.Repeat the checking process Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 7
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Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 11
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ASD Approach Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 12
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Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 13
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Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 14
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Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 15
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Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 16
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Structural Steel Design, Fifth Edition, McCormac and Csernak, 2012 (International 18
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