A pressurized pipe with an outside diameter of 14.35 in. and a wall thickness of 0.25 in. is subjected to an axial force of P = 3260O Ib and a torque of T = 12500 lb-ft, as shown. If the internal pressure in the pipe is 180 psi, determine the principal stresses (o,1 > 0,2), the maximum in-plane shear stress Tmax , and the absolute maximum shear stress Tabs max on the outside surface of the pipe.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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A pressurized pipe with an outside diameter of 14.35 in. and a wall thickness of 0.25 in. is subjected to an axial force of P = 32600 Ib
and a torque of T = 12500 lb-ft, as shown. If the internal pressure in the pipe is 180 psi, determine the principal stresses (op1 > 0,2).
the maximum in-plane shear stress Tmax , and the absolute maximum shear stress Tahs max on the outside surface of the pipe.
Answers:
Opl =
i
6855.58
psi.
Op2 =
i
3277.355
psi.
Tmax =
i
5066.465
psi.
Tabs max
i
psi.
Transcribed Image Text:A pressurized pipe with an outside diameter of 14.35 in. and a wall thickness of 0.25 in. is subjected to an axial force of P = 32600 Ib and a torque of T = 12500 lb-ft, as shown. If the internal pressure in the pipe is 180 psi, determine the principal stresses (op1 > 0,2). the maximum in-plane shear stress Tmax , and the absolute maximum shear stress Tahs max on the outside surface of the pipe. Answers: Opl = i 6855.58 psi. Op2 = i 3277.355 psi. Tmax = i 5066.465 psi. Tabs max i psi.
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