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Solve for the following using the Method of Virtual Work. E=10,000,000 lb/in², A=3.5in² for all members a. The vertical and horizontal deflection at B b. The vertical and horizontal deflection at D 12¹ 50 kip B E

Solve for the following using the Method of Virtual Work. E=10,000,000 lb/in², A=3.5in² for all members a. The vertical and horizontal deflection at B b. The vertical and horizontal deflection at D 12¹ 50 kip B E

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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Solve for the following using the Method of Virtual Work. E=10,000,000 lb/in², A=3.5in² for all members 50 kip a. The vertical and horizontal deflection at B b. The vertical and horizontal deflection at D 12' J కరణ 7' D E
Transcribed Image Text:Solve for the following using the Method of Virtual Work. E=10,000,000 lb/in², A=3.5in² for all members 50 kip a. The vertical and horizontal deflection at B b. The vertical and horizontal deflection at D 12' J కరణ 7' D E
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