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Homework Statement
http://www.apeg.bc.ca/reg/past-exams/documents/May2005-98-BS-6.PDF
Page 3 - Question 2
Except that let M=60 N.m (instead of 75)
Homework Equations
Transformation Equations: Z = z * E / E(ref)
The Attempt at a Solution
Transforming the composite bar to a homogeneous one using the transformation equations, then computing the stresses.
Im getting wrong answers, what are the new z , I about neutral axis, and stresses??
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