determine the smallest moment of inertia required for the beam shown so that its maximum deflection does not exceed the limit of 1/360 of the span length(L/360) let E=200Gpa. Use Double Integration Method

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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determine the smallest moment of inertia required for the beam shown so that its maximum deflection does not exceed the limit of 1/360 of the span length(L/360) let E=200Gpa. Use Double Integration Method

 

 

60 kN
300 kN–m
A
В
C
- 5 m
5 m -
L = 10 m
Transcribed Image Text:60 kN 300 kN–m A В C - 5 m 5 m - L = 10 m
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