An 2m. 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 52x 1012 N.mm². #1 What is the allowable uniformly distributed load on the beam so that the flexural capacity is not exceeded? #2 Based on web shear capacity, what is the allowable uniformly distributed load (kN/m)? #3 When the support at the left end is removed, a cantilever beam results. How much should the beam be cambered at the free end to offset the end deflection if the load W210 kN/m?

An 2m. 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 52x 1012 N.mm². #1 What is the allowable uniformly distributed load on the beam so that the flexural capacity is not exceeded? #2 Based on web shear capacity, what is the allowable uniformly distributed load (kN/m)? #3 When the support at the left end is removed, a cantilever beam results. How much should the beam be cambered at the free end to offset the end deflection if the load W210 kN/m?

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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