A prismatic bar AB with a solid circular cross section (diameter d) is loaded by a distributed torque (see figure). The intensity of the torque, that is, the torque per unit distance, is denoted t(x) and varies linearly from a maximum value t, at end A to zero at end 8. Also, the length of the bar is L and the shear modulus of elasticity of the material is G. (Assume that the axis begins at A and extends to the right. Use the following as necessary: tg, L. d. G.) (a) Determine the maximum shear stress max in the bar. (Enter the magnitude.) (b) Determine the angle of twist between the ends of the bar. (Use the statics sign convention.)

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter3: Torsion
Section: Chapter Questions
Problem 3.4.19P: A prismatic bar AB with a solid circular cross section (diameter d) is loaded by a distributed...
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A prismatic bar AB with a solid circular cross section (diameter d) is loaded by a distributed torque (see figure). The intensity of the torque, that is, the torque per unit distance, is denoted t(x) and varies linearly from a maximum value t, at end A to zero at end B. Also, the length of the bar is L and the shear modulus of elasticity of the material is G. (Assume that the +x-axis begins at A
and extends to the right. Use the following as necessary: tA L, d, G.)
t(x)
(a) Determine the maximum shear stress Tmax in the bar. (Enter the magnitude.)
Tmax =
(b) Determine the angle of twist o between the ends of the bar. (Use the statics sign convention.)
Transcribed Image Text:A prismatic bar AB with a solid circular cross section (diameter d) is loaded by a distributed torque (see figure). The intensity of the torque, that is, the torque per unit distance, is denoted t(x) and varies linearly from a maximum value t, at end A to zero at end B. Also, the length of the bar is L and the shear modulus of elasticity of the material is G. (Assume that the +x-axis begins at A and extends to the right. Use the following as necessary: tA L, d, G.) t(x) (a) Determine the maximum shear stress Tmax in the bar. (Enter the magnitude.) Tmax = (b) Determine the angle of twist o between the ends of the bar. (Use the statics sign convention.)
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