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Question 1 An assembly consists of a 2-inch diameter solid aluminum rod and a 1.5 inch diameter solid aluminum rod that is pinned between two rigid walls. The circular bar is initially unstressed. An axial load (P = 5.3 kips) is placed on the solid rod assembly at Point C. 2" 3'-0" E 10,500 ksi (Modulus of Elasticity) Determine bsilqgs the magnitude of the axial reactions at the supports, Points A and C. A to Answer: Axial reaction at support A Axial reaction at support C A 2 B 1.5" 1'-6"-

Question 1 An assembly consists of a 2-inch diameter solid aluminum rod and a 1.5 inch diameter solid aluminum rod that is pinned between two rigid walls. The circular bar is initially unstressed. An axial load (P = 5.3 kips) is placed on the solid rod assembly at Point C. 2" 3'-0" E 10,500 ksi (Modulus of Elasticity) Determine bsilqgs the magnitude of the axial reactions at the supports, Points A and C. A to Answer: Axial reaction at support A Axial reaction at support C A 2 B 1.5" 1'-6"-

Structural Analysis
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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Explain with FBD, what’s the axial reaction at support A & C for the problem?
Question 1 An assembly consists of a 2-inch diameter solid aluminum rod and a 1.5 inch diameter solid aluminum rod that is pinned between two rigid walls. The circular bar is initially unstressed. An axial load (P = 5.3 kips) is placed on the solid rod assembly at Point C. 2" 3'-0" E 10,500 ksi (Modulus of Elasticity) Determine bsilqgs the magnitude of the axial reactions at the supports, Points A and C. A to Answer: Axial reaction at support A Axial reaction at support C A 2 B 1.5" 1'-6"-
Transcribed Image Text:Question 1 An assembly consists of a 2-inch diameter solid aluminum rod and a 1.5 inch diameter solid aluminum rod that is pinned between two rigid walls. The circular bar is initially unstressed. An axial load (P = 5.3 kips) is placed on the solid rod assembly at Point C. 2" 3'-0" E 10,500 ksi (Modulus of Elasticity) Determine bsilqgs the magnitude of the axial reactions at the supports, Points A and C. A to Answer: Axial reaction at support A Axial reaction at support C A 2 B 1.5" 1'-6"-
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