PROBLEM 01: Hollow bar length is 1.40m long and tube length is three-fourthas long as the bar. Torque T=1100N.m acts at the free end of the bar. Boththe bar and tube are made of an aluminum alloy with shear modulus ofw wwelasticity 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 tubeb. Angle of twist at the end A of the bar. (In degrees)TubeFixedplateEndplateTubed3 d1d2d4BarCross-section of the bar and tube

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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 elasticity G=27GN/m². Given that d1=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 tube

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 elasticity G=27GN/m². Given that d1=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 tube

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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