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hw5 - Neglect self weight of the member 2 Calculate the...

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Due May 18, 2004 CE 485 - FUNDAMENTALS OF STEEL DESIGN HOMEWORK 5 1. Design an I-section for the beam shown using St37 and EY loading conditions. Lateral supports exist at A, B and C. Allowable deflection is /300. (You may assume that the maximum deflection is at the midspan.
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Unformatted text preview: Neglect self weight of the member) 2. Calculate the maximum axial and shear stresses that develop in the flanges and the web of the given steel beam made of C300 section. w=0.5t/m 3.0m 5.0m 2t 4.0 t.m A B C C300 1t 2.0m 1t C300 Sectional view...
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