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PROBLEM 2: Determine the horizontal deflection at the joint C (A) due to the 20-kip load applied at joint C. The truss has pin supports at A and B. All truss members are steel bars with E=29,000 ksi and A=0.75 in². 20 kips C AX 4 ft D 3 ft 3 ft

PROBLEM 2: Determine the horizontal deflection at the joint C (A) due to the 20-kip load applied at joint C. The truss has pin supports at A and B. All truss members are steel bars with E=29,000 ksi and A=0.75 in². 20 kips C AX 4 ft D 3 ft 3 ft

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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PROBLEM 2: Determine the horizontal deflection at the joint C (A) due to the 20-kip load applied at joint C. The truss has pin supports at A and B. All truss members are steel bars with E=29,000 ksi and A=0.75 in². 20 kips C AX 4 ft D 3 ft 3 ft
Transcribed Image Text:PROBLEM 2: Determine the horizontal deflection at the joint C (A) due to the 20-kip load applied at joint C. The truss has pin supports at A and B. All truss members are steel bars with E=29,000 ksi and A=0.75 in². 20 kips C AX 4 ft D 3 ft 3 ft
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