Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- PROBLEM 01: Hollow bar length is 1.40m long and tube length is three-fourth as long as the bar. Torque T=1100N.m acts at the free end of the bar. Both the bar and tube are made of an aluminum alloy with shear modulus of w ww elasticity G=27GN/m². Given that dl=35mm, d2=45mm, d3=60mm, d4=70mm. Determine the following: a. Maximum shear stress in both the bar and tube b. Angle of twist at the end A of the bar. (In degrees) Tube Fixed plate End plate Tube d3 d1 d2 d4 Bar Cross-section of the bar and tubearrow_forwardCalculate the maximum deflection of a uniformly loaded simple beam having a span length L=2m, the intensity of uniform load q=2KN/m and the maximum bending stress is 60mpa.The cross section of beam is square,and the material is aluminum having modulus of elasticity E=70Gpaarrow_forwardAn alloy steel specimen of 30 mm diameter with a gauge length of 200 mm is load tested. It has extension of 0.16 mm under a load of 85 kN. Load at elastic limit is 160 kN. Young's modulus of the specimen in GPa O 127 O 143 O 150 O 172arrow_forward
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