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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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 = 2070x10³mm3
Es= 200000MPA
d= 533 mm
b, = 209 mm
t,= 15.6 mm
tw= 10.2 mm
%3D
Ix = 552x106 mm³
a) Find the maximum allowable load P, so that it will not exceed its allowable flexural stress.
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