Calculate for the moment of inertia for the beam shown below so that the maximum deflection will not exceed 1/360 of the beam length. E=200GPa USE Conjugate Beam Method.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Calculate for the moment of inertia for the beam shown below so that the maximum deflection will not exceed 1/360 of the beam length. E=200GPa USE Conjugate Beam Method.

Calculate for the moment of inertia for
the beam shown below so that the
maximum deflection will not exceed
1/360 of the beam length. E=200GPA
USE MOMENT-AREA METHOD
Show complete solution no shortcuts
please sign your solution sheet
50KN
100KN
400KNM A
BỊ
6m
6m
Transcribed Image Text:Calculate for the moment of inertia for the beam shown below so that the maximum deflection will not exceed 1/360 of the beam length. E=200GPA USE MOMENT-AREA METHOD Show complete solution no shortcuts please sign your solution sheet 50KN 100KN 400KNM A BỊ 6m 6m
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