steel L=1.5 m A=300 mm2 2 m E= 200 GPa C B D Aluminun P = 20 kN L=2 m k-1m A= 500 mm2 E= 70 GPa

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
B
D
Aluminun
L=2 m
P = 20 kN
- 1m
A= 500 mm2
E= 70 GPa
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 2 m- E= 200 GPa B D Aluminun L=2 m P = 20 kN - 1m A= 500 mm2 E= 70 GPa
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