A pipe with an outside diameter of 4.4 in. and an inside diameter of 3.903 in. is subjected to an axial force of P-560 lb, a horizontal force of P-1370 lb, and a concentrated torque of T-2640 lb-in., acting in the directions shown. Assume a-41 in. Section properties for the pipe are A-3.241 in.?, J-14.0147 in.", and ly-1,-7.0074 in.4. Determine the normal and shear stresses at point H, and show these stresses on a stress element T

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A pipe with an outside diameter of 4.4 in. and an inside diameter of 3.903 in. is subjected to an axial force of P-560 lb, a horizontal
force of P-1370 lb, and a concentrated torque of T-2640 lb-in., acting in the directions shown. Assume a-41 in. Section properties
for the pipe are A-3.241 in.?, J-14.0147 in.“, and ly-l, - 7.0074 in.4. Determine the normal and shear stresses at point H, and show
these stresses on a stress element
K
T.
Transcribed Image Text:A pipe with an outside diameter of 4.4 in. and an inside diameter of 3.903 in. is subjected to an axial force of P-560 lb, a horizontal force of P-1370 lb, and a concentrated torque of T-2640 lb-in., acting in the directions shown. Assume a-41 in. Section properties for the pipe are A-3.241 in.?, J-14.0147 in.“, and ly-l, - 7.0074 in.4. Determine the normal and shear stresses at point H, and show these stresses on a stress element K T.
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