3) The simply supported beam with the cross-section as shown supports a total uniformly distributed load of 4P and 2P and concentrated load P as shown in the figure. Determine the maximum allowable value of P if the allowable flexural stresses are limited to 35 MPa in tension and 150 MPa in compression respectively. 1m P B 4P ** potuty, :LI 175 3m 200 1m IC D 2P + 1m (Dimensions in mm)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3) The simply supported beam with the cross-section as shown supports a
total uniformly distributed load of 4P and 2P and concentrated load
P as shown in the figure. Determine the maximum allowable value of P
if the allowable flexural stresses are limited to 35 MPa in tension
and 150 MPa in compression respectively.
1m
P
B
1m
IC
4P
3m
D
2P
1m
DE
U
175
200
(Dimensions in mm)
Transcribed Image Text:3) The simply supported beam with the cross-section as shown supports a total uniformly distributed load of 4P and 2P and concentrated load P as shown in the figure. Determine the maximum allowable value of P if the allowable flexural stresses are limited to 35 MPa in tension and 150 MPa in compression respectively. 1m P B 1m IC 4P 3m D 2P 1m DE U 175 200 (Dimensions in mm)
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