Q5 Determine the reaction forces at B and C of the continuous beam below. It is calculated that the deflections at B and C of the "prime" structure are Ug.o = 0.0416m and vco 0.0335m respectively. Please note Young's modulus E=200x10° N/m2 and the Second Moment of Area 1=2.25x10 m. %3D 20kN 4kN/m B. D AC El 3m 3m 4m 4m

Q5 Determine the reaction forces at B and C of the continuous beam below. It is calculated that the deflections at B and C of the "prime" structure are Ug.o = 0.0416m and vco 0.0335m respectively. Please note Young's modulus E=200x10° N/m2 and the Second Moment of Area 1=2.25x10 m. %3D 20kN 4kN/m B. D AC El 3m 3m 4m 4m

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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