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The light rigid bar ABCD shown below is pinned at B and connected to two vertical rods. Assuming that the bar was initially horizontal and the rods stress-free, determine the stress in each rod after the load P 20 kN is applied. steel L=1.5 m A=300 mm2 2 m E= 200 GPa Ahuminun P= 20 kN L=2 m A= 500 mm2 E= 70 GPa m 1m-

The light rigid bar ABCD shown below is pinned at B and connected to two vertical rods. Assuming that the bar was initially horizontal and the rods stress-free, determine the stress in each rod after the load P 20 kN is applied. steel L=1.5 m A=300 mm2 2 m E= 200 GPa Ahuminun P= 20 kN L=2 m A= 500 mm2 E= 70 GPa m 1m-

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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The light rigid bar ABCD shown below is pinned at B and connected to two vertical rods. Assuming that the bar was initially horizontal and the rods stress-free, determine the stress in each rod after the load P 20 kN is applied. steel L=1.5 m A=300 mm2 E= 200 GPa Ahuminun L=2 m A= 500 mm2 E= 70 GPa 1m1m- P = 20 kN 2.
Transcribed Image Text:The light rigid bar ABCD shown below is pinned at B and connected to two vertical rods. Assuming that the bar was initially horizontal and the rods stress-free, determine the stress in each rod after the load P 20 kN is applied. steel L=1.5 m A=300 mm2 E= 200 GPa Ahuminun L=2 m A= 500 mm2 E= 70 GPa 1m1m- P = 20 kN 2.
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