G6//The light rigid bar ABCD shown in Figure 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 after the load P = 20 KN is applied. Steel L=2m A=250mm 4m E=200Mpa A Aluminum D L=2m A=500mm E=72Mpa 2m 2m P=20KN

Structural Analysis
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Chapter2: Loads On Structures
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G6//The light rigid bar ABCD shown in Figure 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 after the loadP = 20 KN is applied.
Steel
L=2m
A=250mm
4m
E=200Mpa
C.
Aluminum
L=2m
A=500mm2
2m
2m
E-72Mра
P=20KN
Transcribed Image Text:G6//The light rigid bar ABCD shown in Figure 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 after the loadP = 20 KN is applied. Steel L=2m A=250mm 4m E=200Mpa C. Aluminum L=2m A=500mm2 2m 2m E-72Mра P=20KN
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