A rectangular bar having width w = 6.50 in. and thickness t = 1.50 in. is subjected to a tension load P, as shown in the figure. The magnitudes of the normal and shear stresses on plane AB must not exceed 11 ksi and 6 ksi, respectively. Determine the maximum load P that can be applied without exceeding either stress limit. Assume a = 2 and b = 4. a Answer: P = i b W B kips P
A rectangular bar having width w = 6.50 in. and thickness t = 1.50 in. is subjected to a tension load P, as shown in the figure. The magnitudes of the normal and shear stresses on plane AB must not exceed 11 ksi and 6 ksi, respectively. Determine the maximum load P that can be applied without exceeding either stress limit. Assume a = 2 and b = 4. a Answer: P = i b W B kips P
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.6.17P: Acting on the sides of a stress element cut from a bar in uniaxial stress are tensile stresses of...
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![A rectangular bar having width w = 6.50 in. and thickness t = 1.50 in. is subjected to a tension load P, as shown in the figure. The
magnitudes of the normal and shear stresses on plane AB must not exceed 11 ksi and 6 ksi, respectively. Determine the maximum load
P that can be applied without exceeding either stress limit. Assume a = 2 and b = 4.
A
Answer: P =
a
i
b
W
B
kips
P](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcaebf72e-51f0-4f43-af93-783cdb38f2e8%2F79b7a25a-8f63-413e-a14d-d56e806a1900%2Fg23ugioj_processed.png&w=3840&q=75)
Transcribed Image Text:A rectangular bar having width w = 6.50 in. and thickness t = 1.50 in. is subjected to a tension load P, as shown in the figure. The
magnitudes of the normal and shear stresses on plane AB must not exceed 11 ksi and 6 ksi, respectively. Determine the maximum load
P that can be applied without exceeding either stress limit. Assume a = 2 and b = 4.
A
Answer: P =
a
i
b
W
B
kips
P
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