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 2070x10³mm³ d= 533 mm Sx = 209 mm b,= = 15.6 mm Es= 200000MPA Ix = 552x106 mm³ 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 2070x10³mm³ d= 533 mm Sx = 209 mm b,= = 15.6 mm Es= 200000MPA Ix = 552x106 mm³ 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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