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Chapter 2. Design of Beams Flexure and Shear

CE 405:Design of Steel Structures Prof. Dr. A. Varma In Figure 4, My is the moment corresponding to first yield and Mp is the plastic moment capacity of the cross-section. - The ratio of Mp to My is called as the shape factor f for the section. - For a rectangular section, f is equal to 1.5. For a wide-flange section, f is equal to 1.1. Steel Structures Design Manual to AS 4100 V13.6.4 Vortex Shedding 50 3.6.5 Worked Examples on Dynamic Loading 51 3.6.5.1 Acceleration Loads 51 6.4.3 Sizing an Intermediate Column in a Multi-Storey Building 99 7.2.2 Design for Shear Force 117 7.3 Worked Examples 118 7.3.1 Moment Capacity of Steel Beam Supporting Concrete Slab 118

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