Ex (2): A E= 2 * 108 KN & 1=1 * 104 mª m² Required: Ac,v = 15 kN/m " 6 m ....mm eD= .........rad 150 kN-m B 3 m 50 kN с 3 m RA,YKN, Maximum negative moment=......... kN.m
Ex (2): A E= 2 * 108 KN & 1=1 * 104 mª m² Required: Ac,v = 15 kN/m " 6 m ....mm eD= .........rad 150 kN-m B 3 m 50 kN с 3 m RA,YKN, Maximum negative moment=......... kN.m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Also determine size of the beam (Depth & width).
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