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For the rigid frame shown, calculate the horizontal deflection at point C. Members have the same moment of inertia of 1440 x 10 cm and E is constant at 210 GPa.

For the rigid frame shown, calculate the horizontal deflection at point C. Members have the same moment of inertia of 1440 x 10 cm and E is constant at 210 GPa.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 2P
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J.) For the rigid frame shown, calculate the horizontal deflection at point C. Members have the same moment of inertia of 1440 x 10 cm² and E is constant at 210 GPa. 120 kN/m B 120 kN/m A 4m P in KN 3m 5m P=229KN Solve using unit load method
Transcribed Image Text:J.) For the rigid frame shown, calculate the horizontal deflection at point C. Members have the same moment of inertia of 1440 x 10 cm² and E is constant at 210 GPa. 120 kN/m B 120 kN/m A 4m P in KN 3m 5m P=229KN Solve using unit load method
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