An Am. long beam is on hinged at its left endand on fixed support at its right end. Itsflexural capacity is 610 kN.m. whilte its webshear capacity is 642 kN. Beam flexuralrigidity is Y x 1012 N.mm².#1 What is the allowable uniformly distributedload on the beam so that the flexuralcapacity is not exceeded?#2 Based on web shear capacity, what is theallowable uniformly distributed load(kN/m)?#3 When the support at the left end isremoved, a cantilever beam results. Howmuch should the beam be cambered atthe free end to offset the end deflection ifthe load W = 210 kN/m?Use:A = 8Y=29

An Am. long beam is on hinged at its left end and on fixed support at its right end. Its flexural capacity is 610 kN.m. whilte its web shear capacity is 642 kN. Beam flexural rigidity is Y x 10¹2 N.mm².

An Am. long beam is on hinged at its left end and on fixed support at its right end. Its flexural capacity is 610 kN.m. whilte its web shear capacity is 642 kN. Beam flexural rigidity is Y x 10¹2 N.mm².

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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