For the truss and loading shown in the Figure below. Determine the vertical deflection of joint C using Castigliano's 2nd Theorem. Using E = 73 GPa. (500 mm² P = 40 kN 500 mm² A C B ID 1000 mm² 1.5 m 0.6 m E 0.8 m

Understanding Business
12th Edition
ISBN:9781259929434
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Problem 1CE
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For the truss and loading shown in the Figure below. Determine the vertical
deflection of joint C using Castigliano's 2nd Theorem. Using E = 73 GPa.
(500 mm²
P = 40 kN
500 mm²
A
C
B
ID
1000 mm²
1.5 m
0.6 m
E
0.8 m
Transcribed Image Text:For the truss and loading shown in the Figure below. Determine the vertical deflection of joint C using Castigliano's 2nd Theorem. Using E = 73 GPa. (500 mm² P = 40 kN 500 mm² A C B ID 1000 mm² 1.5 m 0.6 m E 0.8 m
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