P15.39 p1=421 psi,p2 = -12,240 psi, P15.39 The tube shown in Figure P15.39/40 has an outsidediameter of 3.50 in., a wall thickness of 0.12 in., and length dimen-sions of a = 15 in. and b = 7 in. The load magnitudes are P₁ = 850 lb,P, = 375 lb, and P₂ = 550 lb. Determine the principal stresses on theside of the tube at point K, and show these results on a properlyoriented stress element.NbP₂FIGURE P15.39/40PyaPxKHX

Given dataFindprincipal stresses on the side of the tube at point K

P15.39 The tube shown in Figure P15.39/40 has an outside diameter of 3.50 in., a wall thickness of 0.12 in., and length dimen- sions of a = 15 in. and b = 7 in. The load magnitudes are P, = 850 lb, P₁ = 375 lb, and P₂ = 550 lb. Determine the principal stresses on the side of the tube at point K, and show these results on a properly oriented stress element. b P: FIGURE P15.39/40 Py a Px K H X

P15.39 The tube shown in Figure P15.39/40 has an outside diameter of 3.50 in., a wall thickness of 0.12 in., and length dimen- sions of a = 15 in. and b = 7 in. The load magnitudes are P, = 850 lb, P₁ = 375 lb, and P₂ = 550 lb. Determine the principal stresses on the side of the tube at point K, and show these results on a properly oriented stress element. b P: FIGURE P15.39/40 Py a Px K H X

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

P15.39 The tube shown in Figure P15.39/40 has an outside
diameter of 3.50 in., a wall thickness of 0.12 in., and length dimen-
sions of a = 15 in. and b = 7 in. The load magnitudes are P₁ = 850 lb,
P, = 375 lb, and P₂ = 550 lb. Determine the principal stresses on the
side of the tube at point K, and show these results on a properly
oriented stress element.
N
b
P₂
FIGURE P15.39/40
Py
a
Px
K
H
X

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