Determine the vertical displacement of joint A. Each bar is made of steel and has a cross-sectional area of 600 mm². Take E = 200 GPa. A -1.5 m Use the Castigliano's Method for Trusses 29 KN -1.5 m 6m Answers: Displacement at Joint A should be (397.442kN² m)/EI

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Solve using the Castigliano's Method for Trusses. The answer must be (397.442 kN²•m)/EI

Determine the vertical displacement of joint A. Each
bar is made of steel and has a cross-sectional area of
600 mm². Take E = 200 GPa.
Abo
-1.5 m
Use the Castigliano's Method for Trusses
29 KN
-1.5 m
6m
Answers:
Displacement at
Joint A should be
(397.442kN² m)/EI
Transcribed Image Text:Determine the vertical displacement of joint A. Each bar is made of steel and has a cross-sectional area of 600 mm². Take E = 200 GPa. Abo -1.5 m Use the Castigliano's Method for Trusses 29 KN -1.5 m 6m Answers: Displacement at Joint A should be (397.442kN² m)/EI
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