A compression load of P = 55 kips is applied to a 2 in. by 2 in. square post, as shown. Determine the normal stress o, perpendicular to plane AB and the shear stress tp parallel to plane AB. Assume a = 30°. P A a B Calculate the normal force N perpendicular to the plane AB and the shear force V parallel to plane AB. Report both answers as positive numbers. Answers: N = i kips, V = i kips.
A compression load of P = 55 kips is applied to a 2 in. by 2 in. square post, as shown. Determine the normal stress o, perpendicular to plane AB and the shear stress tp parallel to plane AB. Assume a = 30°. P A a B Calculate the normal force N perpendicular to the plane AB and the shear force V parallel to plane AB. Report both answers as positive numbers. Answers: N = i kips, V = i kips.
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)
Section: Chapter Questions
Problem 8.3.1P: A fire extinguisher tank is designed for an internal pressure of 825 psi. The tank has an outer...
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Calculate the area of the inclined plane AB.
Answer: An = Enter your answer in accordance to the question statement in2.
![A compression load of P = 55 kips is applied to a 2 in. by 2 in.
square post, as shown. Determine the normal stress o,
perpendicular to plane AB and the shear stress Tp parallel to
plane AB. Assume a = 30°.
P
A
a
В
Calculate the normal force N perpendicular to the plane AB and
the shear force Vparallel to plane AB. Report both answers as
positive numbers.
Answers: N =
i
kips, V =
i
kips.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fab9feb78-7b01-4572-95a3-b98241b7f8e4%2F6ae17a6d-e1c8-4e01-ba3c-0c80469a8ad8%2Fl8zjjrl_processed.png&w=3840&q=75)
Transcribed Image Text:A compression load of P = 55 kips is applied to a 2 in. by 2 in.
square post, as shown. Determine the normal stress o,
perpendicular to plane AB and the shear stress Tp parallel to
plane AB. Assume a = 30°.
P
A
a
В
Calculate the normal force N perpendicular to the plane AB and
the shear force Vparallel to plane AB. Report both answers as
positive numbers.
Answers: N =
i
kips, V =
i
kips.
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