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Q3) The beam system has a pin support at A, roller supports at D and F, an internal hinges at C. Find the deformations at C and E using the conjugate beam method. 10 kN D 100 kN-m -5 m-k-5 m--5 mtesm-k–10 m- Given: E = 200 GPa, IẠC = 100 x 10° mm, and ICF = 50 x 10° mm*. القطة شاشة

Q3) The beam system has a pin support at A, roller supports at D and F, an internal hinges at C. Find the deformations at C and E using the conjugate beam method. 10 kN D 100 kN-m -5 m-k-5 m--5 mtesm-k–10 m- Given: E = 200 GPa, IẠC = 100 x 10° mm, and ICF = 50 x 10° mm*. القطة شاشة

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q3) The beam system has a pin support at A, roller supports at D and F, and internal hinges at C. Find the deformations at C and E using the conjugate beam method. 10 kN A C D E F 100 kN-m k5 mt-5 m--5 m5 m-k10 m- = 100 x 10° mm*, and ICF Given: E = 200 GPa, IAC 50 x 10° mm“. %3D لقطة شاشة
Transcribed Image Text:Q3) The beam system has a pin support at A, roller supports at D and F, and internal hinges at C. Find the deformations at C and E using the conjugate beam method. 10 kN A C D E F 100 kN-m k5 mt-5 m--5 m5 m-k10 m- = 100 x 10° mm*, and ICF Given: E = 200 GPa, IAC 50 x 10° mm“. %3D لقطة شاشة
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