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P12.1 A compound shaft consists of segment (1), which has a diameter of 1.25 in., and segment (2), which has a diameter of 1.75 in. The shaft is subjected to a tensile axial load of P=9 kips and torques T₁ = 7 kip in. and TB = 28 kip in., which act in the directions shown in Figure P12.1. Determine the normal and shear stresses at (a) point H and (b) point K. For each point, show the stresses on a stress element. x Z TB TA P ■H K A (1) B (2)

P12.1 A compound shaft consists of segment (1), which has a diameter of 1.25 in., and segment (2), which has a diameter of 1.75 in. The shaft is subjected to a tensile axial load of P=9 kips and torques T₁ = 7 kip in. and TB = 28 kip in., which act in the directions shown in Figure P12.1. Determine the normal and shear stresses at (a) point H and (b) point K. For each point, show the stresses on a stress element. x Z TB TA P ■H K A (1) B (2)

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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P12.1 A compound shaft consists of segment (1), which has a diameter of 1.25 in., and segment (2), which has a diameter of 1.75 in. The shaft is subjected to a tensile axial load of P=9 kips and torques T₁ = 7 kip in. and TB = 28 kip in., which act in the directions shown in Figure P12.1. Determine the normal and shear stresses at (a) point H and (b) point K. For each point, show the stresses on a stress element. x Z TB TA P ■H K A (1) B (2)
Transcribed Image Text:P12.1 A compound shaft consists of segment (1), which has a diameter of 1.25 in., and segment (2), which has a diameter of 1.75 in. The shaft is subjected to a tensile axial load of P=9 kips and torques T₁ = 7 kip in. and TB = 28 kip in., which act in the directions shown in Figure P12.1. Determine the normal and shear stresses at (a) point H and (b) point K. For each point, show the stresses on a stress element. x Z TB TA P ■H K A (1) B (2)
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