Steel Beams—Design for Flexure


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Steel Beams—Design for Flexure
10111191010403Steel Beams—Design for Flexure
General Flexure Theory For beams having typical L/d ratios (length:depth), the deflection of the beam is predominantly due to the curvature produced by bending moment. This is expressed by the moment-curvature relationship which ignores the contribution of shear deformations to the overall deflection of the beam
Citation
Indranil Goswami: Civil Engineering All-In-One PE Exam Guide: Breadth and Depth, Second Edition. Steel Beams—Design for Flexure, Chapter (McGraw-Hill Professional, 2012), AccessEngineering Export