A W 530x92 supports a uniformly distributed load of 12 KN/m and equal concentrated load P at the quarter points of the beam. The compression flange is laterally supported at the point loads and the reactions. bf = 210 mm Properties of W 530x92 Sx=2070x10³ mm³ Es= 200000MPa 3 Ix = 552x106 mm³ d=533 mm by=209 mm ty= 15.6 mm tw= 10.2 mm a) Find the maximum allowable load P, so that it will not exceed its allowable flexural stress.

A W 530x92 supports a uniformly distributed load of 12 KN/m and equal concentrated load P at the quarter points of the beam. The compression flange is laterally supported at the point loads and the reactions. bf = 210 mm Properties of W 530x92 Sx=2070x10³ mm³ Es= 200000MPa 3 Ix = 552x106 mm³ d=533 mm by=209 mm ty= 15.6 mm tw= 10.2 mm a) Find the maximum allowable load P, so that it will not exceed its allowable flexural stress.

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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