Instead of a tensile force, consider the bar in Prob 45 to be loaded by a torque T (a) Use Eq (45) in the form of Icirc cedil laquo l0 T (GJ) dx to show that the angle of twist of the tapered portion is (b) Using the same geometry as in Prob 45b with T 1500 lbf atilde raquo in and G 11 5 Mpsi, dete...

a b The deflections in degrees are For section 1 Let the radii of the straight sections be r d 2 an ...

Instead of a tensile force, consider the bar in Prob. 45 to be loaded by a torque

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Instead of a tensile force, consider the bar in Prob. 4€“5 to be loaded by a torque T.
(a) Use Eq. (4€“5) in the form of Î¸ = ˆ«l0[T/(GJ)] dx to show that the angle of twist of the tapered portion is

(b) Using the same geometry as in Prob. 4€“5b with T = 1500 lbf ãƒ» in and G = 11.5 Mpsi, determine the angle of twist in degrees for eachportion.

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Shigleys Mechanical Engineering Design

ISBN: 978-1121345317

9th edition

Authors: Richard G. Budynas, J. Keith Nisbett

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Question Posted: May 30, 2013 07:12 AM

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Instead of a tensile force, consider the bar in Prob. 45 to be loaded by a torque

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32 TI (di-did2 +

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Shigleys Mechanical Engineering Design

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