Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Chapter 5, Problem 5.16PFS
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A horizontal beam AB is freely supported at A and B, 8metres apart and carries uniformly distributed load of 15KN/m run (including its own weight). A clockwise moment of 160KN-M is applied at a point C, 3metres from left hand support A.using Macaulay method, calcite the beam at C if El=40×10^3KN-m^3
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Structural Steel Design (6th Edition)
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