A compound shaft consists of a titanium alloy [G = 6,200 ksi] tube (1) and a solid stainless steel [G= 11,500 ksi] shaft (2). Tube (1) has alength of L₁ = 42 in., an outside diameter of D₁ = 2.25 in., and a wall thickness of t₁ = 0.145 in. Shaft (2) has a length of L₂ = 52 in. and adiameter of d₂ = 1.45 in. If an external torque of Tg = 640 lb-ft acts at pulley B in the direction shown, calculate the torque Tc requiredat pulley C so that the rotation angle of pulley C relative to A is zero.XAnswer:Tc=BTBTc(2)(1)L2L₁lb-ft+N

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Answered: at pulley C so that the rotation angle…

Engineering

Civil Engineering

at pulley C so that the rotation angle of pulley C relative to A is zero.

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter6: Introduction To Mechanical Properties

Section: Chapter Questions

Problem 5CQ

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Concept explainers

Influence Lines

The graphs that show the variation of a function at a specific point on a beam or truss due to a unit load placed at any point along the structure are known as influence lines in engineering. Some common functions that are studied with influence lines are shear, moment, and deflection. In designing beams and trusses, it is important to use influence lines in structures where loads would move along their span such as bridges, crane rails, conveyor belts, floor girders, etc. The influence lines help to study where a load will create the maximum effect for any of the functions.

Question

A compound shaft consists of a titanium alloy [G = 6,200 ksi] tube (1) and a solid stainless steel [G= 11,500 ksi] shaft (2). Tube (1) has a
length of L₁ = 42 in., an outside diameter of D₁ = 2.25 in., and a wall thickness of t₁ = 0.145 in. Shaft (2) has a length of L₂ = 52 in. and a
diameter of d₂ = 1.45 in. If an external torque of Tg = 640 lb-ft acts at pulley B in the direction shown, calculate the torque Tc required
at pulley C so that the rotation angle of pulley C relative to A is zero.
X
Answer:
Tc=
B
TB
Tc
(2)
(1)
L2
L₁
lb-ft+
N

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