A solid circular shaft of diameter 50 mm is subjected to pure bending of 3.5 kNm. Find the maximum twisting moment that can be applied on this shaft such that the material of the shaft does not yield. Use Tresca's theory (maximum shear stress theory) of failure. The yield stress of the material in uniaxial tension is 400 N/mm².

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A solid circular shaft of diameter 50
mm is subjected to pure bending of
3.5 kNm. Find the maximum twisting
moment that can be applied on this
shaft such that the material of the
shaft does not yield. Use Tresca's
theory (maximum shear stress
theory) of failure. The yield stress of
the material in uniaxial tension is 400
N/mm².
Transcribed Image Text:A solid circular shaft of diameter 50 mm is subjected to pure bending of 3.5 kNm. Find the maximum twisting moment that can be applied on this shaft such that the material of the shaft does not yield. Use Tresca's theory (maximum shear stress theory) of failure. The yield stress of the material in uniaxial tension is 400 N/mm².
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