Calculate the change in length (in inches) of the circular strut DC. (Use the deformation sign convention.) in. What is the vertical displacement (in inches) of the rigid bar at point B? (Use the statics sign convention.) in.
Calculate the change in length (in inches) of the circular strut DC. (Use the deformation sign convention.) in. What is the vertical displacement (in inches) of the rigid bar at point B? (Use the statics sign convention.) in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Rigid bar ACB is supported by an elastic circular strut DC having an outer diameter of 11 in. and inner diameter of 10.1 in. The strut is made of steel with a modulus elasticity of E = 29,000 ksi. Point
load P = 3.7 kips is applied at B.
-4 ft-
-5 ft-
A
3 ft
♥P
D
Calculate the change in length (in inches) of the circular strut DC. (Use the deformation sign convention.)
in.
What is the vertical displacement (in inches) of the rigid bar at point B? (Use the statics sign convention.)
in.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa0b4f1db-c8b8-4bc3-aa99-ae86cd2bf644%2F5ebe9d6d-f5aa-4852-8e8f-2d1eb922d7e9%2Fl03miau_processed.png&w=3840&q=75)
Transcribed Image Text:Rigid bar ACB is supported by an elastic circular strut DC having an outer diameter of 11 in. and inner diameter of 10.1 in. The strut is made of steel with a modulus elasticity of E = 29,000 ksi. Point
load P = 3.7 kips is applied at B.
-4 ft-
-5 ft-
A
3 ft
♥P
D
Calculate the change in length (in inches) of the circular strut DC. (Use the deformation sign convention.)
in.
What is the vertical displacement (in inches) of the rigid bar at point B? (Use the statics sign convention.)
in.
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