A section of a wing torque box, 40 ft long w/ shear modulus G = 12 x 10^6 psi carries the torque 120 kip.in., has configuration of a semi-circular section w/ radius of 5 in & center at O. (a) Compute the constant thickness t if the shear stress is limited to 12 ksi. (b) Find the constant wall thickness t if the angle of twist is not to exceed 2°. (c) Determine the smallest allowable constant wall thickness t to satisfy both conditions. (Select the three corresponding correct answers) * 0.573 in 0.064 in 0.350 in tmin = 0.350 in tmin = 0.573 in tmin = 0.130 in 0.130 in tmin = 0.064 in
A section of a wing torque box, 40 ft long w/ shear modulus G = 12 x 10^6 psi carries the torque 120 kip.in., has configuration of a semi-circular section w/ radius of 5 in & center at O. (a) Compute the constant thickness t if the shear stress is limited to 12 ksi. (b) Find the constant wall thickness t if the angle of twist is not to exceed 2°. (c) Determine the smallest allowable constant wall thickness t to satisfy both conditions. (Select the three corresponding correct answers) * 0.573 in 0.064 in 0.350 in tmin = 0.350 in tmin = 0.573 in tmin = 0.130 in 0.130 in tmin = 0.064 in
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 8.5.8P: A pressurized cylindrical tank with flat ends is loaded by torques T and tensile forces P (sec...
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![A section of a wing torque box, 40 ft long w/ shear modulus G = 12 x 10^6 psi
carries the torque 120 kip.in., has configuration of a semi-circular section w/
radius of 5 in & center at O. (a) Compute the constant thickness t if the shear
stress is limited to 12 ksi. (b) Find the constant wall thickness t if the angle of
twist is not to exceed 2°. (c) Determine the smallest allowable constant wall
thickness t to satisfy both conditions. (Select the three corresponding correct
answers) *
0.573 in
0.064 in
0.350 in
tmin = 0.350 in
tmin = 0.573 in
tmin = 0.130 in
0.130 in
tmin = 0.064 in](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F807eec82-a94a-48fb-af31-77547dc78a23%2Fc019edf6-38e7-4646-8ba9-edbbbe510d91%2Fhj4hecu_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A section of a wing torque box, 40 ft long w/ shear modulus G = 12 x 10^6 psi
carries the torque 120 kip.in., has configuration of a semi-circular section w/
radius of 5 in & center at O. (a) Compute the constant thickness t if the shear
stress is limited to 12 ksi. (b) Find the constant wall thickness t if the angle of
twist is not to exceed 2°. (c) Determine the smallest allowable constant wall
thickness t to satisfy both conditions. (Select the three corresponding correct
answers) *
0.573 in
0.064 in
0.350 in
tmin = 0.350 in
tmin = 0.573 in
tmin = 0.130 in
0.130 in
tmin = 0.064 in
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