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Q.3)A cylindrical compound shaft consists of two pipes as shown below. Pipe (1) has an outside diameter of 6.250 in. and a wall thickness of 0.500 in. Pipe (2) has an outside diameter of 4.000 in. and a wall thickness of 0.375 in. The compound shaft is subjected to an axial compression load of P = 41 kips and torques TB = 30 kip-ft and Tc = 9 kip-ft as shown below. (a) Determine the principal stresses and the maximum shear stress at point H on the surface of the shaft. (b) Show these stresses on an appropriate sketch on paper. TR Tc (2) н. K. B C

Q.3)A cylindrical compound shaft consists of two pipes as shown below. Pipe (1) has an outside diameter of 6.250 in. and a wall thickness of 0.500 in. Pipe (2) has an outside diameter of 4.000 in. and a wall thickness of 0.375 in. The compound shaft is subjected to an axial compression load of P = 41 kips and torques TB = 30 kip-ft and Tc = 9 kip-ft as shown below. (a) Determine the principal stresses and the maximum shear stress at point H on the surface of the shaft. (b) Show these stresses on an appropriate sketch on paper. TR Tc (2) н. K. B C

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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Q.3)A cylindrical compound shaft consists of two pipes as shown below. Pipe (1) has an outside diameter of 6.250 in. and a wall thickness of 0.500 in. Pipe (2) has an outside diameter of 4.000 in. and a wall thickness of 0.375 in. The compound shaft is subjected to an axial compression load of P = 41 kips and torques TB = 30 kip-ft and Tc = 9 kip-ft as shown below. (a) Determine the principal stresses and the maximum shear stress at point H on the surface of the shaft. (b) Show these stresses on an appropriate sketch on paper. y TB (1) Tc (2) H. K. P B C
Transcribed Image Text:Q.3)A cylindrical compound shaft consists of two pipes as shown below. Pipe (1) has an outside diameter of 6.250 in. and a wall thickness of 0.500 in. Pipe (2) has an outside diameter of 4.000 in. and a wall thickness of 0.375 in. The compound shaft is subjected to an axial compression load of P = 41 kips and torques TB = 30 kip-ft and Tc = 9 kip-ft as shown below. (a) Determine the principal stresses and the maximum shear stress at point H on the surface of the shaft. (b) Show these stresses on an appropriate sketch on paper. y TB (1) Tc (2) H. K. P B C
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