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Two polymer bars are connected to a rigid plate at 8, as shown. Bar (1) has a cross-sectional area of 1.42 in.and an elastic modulus of 2180 ksi. Bar (2) hasa cross-sactional area of 1139 in.and anelastic modulus of 4150 ksi. Assume l-23 in., L-41 in, Q-6.7 kips, P-3.7 kips, and R-14.1 kips. Datermine the horizontal deflection of end Crelative to end A P R (1) (2) Answer: uga in.

Two polymer bars are connected to a rigid plate at 8, as shown. Bar (1) has a cross-sectional area of 1.42 in.and an elastic modulus of 2180 ksi. Bar (2) hasa cross-sactional area of 1139 in.and anelastic modulus of 4150 ksi. Assume l-23 in., L-41 in, Q-6.7 kips, P-3.7 kips, and R-14.1 kips. Datermine the horizontal deflection of end Crelative to end A P R (1) (2) Answer: uga in.

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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Two polymer bars are connected to a rigid plate at 8, as shown. Bar (1) has a cross-sectional area of 1.42 in.and an elastic modulus of 2180 ksi. Bar (2) hasa cross-sactional area of 1139 in.and anelastic modulus of 4150 ksi. Assume l-23 in., L-41 in, Q-6.7 kips, P-3.7 kips, and R-14.1 kips. Datermine the horizontal deflection of end Crelative to end A P R (1) (2) Answer: uga in.
Transcribed Image Text:Two polymer bars are connected to a rigid plate at 8, as shown. Bar (1) has a cross-sectional area of 1.42 in.and an elastic modulus of 2180 ksi. Bar (2) hasa cross-sactional area of 1139 in.and anelastic modulus of 4150 ksi. Assume l-23 in., L-41 in, Q-6.7 kips, P-3.7 kips, and R-14.1 kips. Datermine the horizontal deflection of end Crelative to end A P R (1) (2) Answer: uga in.
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