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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

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
Understanding Business
12th Edition
ISBN:9781259929434
Author:William Nickels
Publisher:William Nickels
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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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