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

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

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