Point A is fixed and C is a roller with an internal hinge at B. Assume EI to be constant. Note:  You can solve one redundant reaction by using Conjugate beam method or area moment  method knowing the facts that the slope and deflection at A are both zero, and deflection at  C is zero provide complete solution Determine the ff.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Point A is fixed and C is a roller with an internal hinge at B. Assume EI to be constant. Note: 
You can solve one redundant reaction by using Conjugate beam method or area moment 
method knowing the facts that the slope and deflection at A are both zero, and deflection at 
C is zero provide complete solution

Determine the ff.

a. Determine the slope at C.
b. Determine the slope at D.
c Determine the displacement at D.

12 kv
internal hinge
6.0m
6.0m
6.0m
Transcribed Image Text:12 kv internal hinge 6.0m 6.0m 6.0m
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