Structural Analysis
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 tube
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Transcribed Image Text: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 tube
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