Q2 Use the Slope-Deflection equations to determine values of unknown displacements (in terms of EI). Determine moments at A, B, C, D and H and draw the BMD for the frame. Assume that flexural rigidity, El, of member BC is three times of that of members AB and CD. 6 m 3 kN/m B El A 3EI 3 m 25 kN H * 3 m с ΕΙ O 3 m

Q2 Use the Slope-Deflection equations to determine values of unknown displacements (in terms of EI). Determine moments at A, B, C, D and H and draw the BMD for the frame. Assume that flexural rigidity, El, of member BC is three times of that of members AB and CD. 6 m 3 kN/m B El A 3EI 3 m 25 kN H * 3 m с ΕΙ O 3 m

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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