Rigid frame loaded with a uniformly varying load on member BC and a horizontal concentrated load of 16 kN applied on member AB. End A is a fixed support while support D is hinged. Consider side sway of the columns. Using slope-deflection method, draw the shear and moment diagrams. Rigid frame loaded with a uniformly varying load on member BC and a horizontalconcentrated load of 16 kN applied on member AB. End A is a fixed support while supportD is hinged. Consider side sway of the columns. Using slope-deflection method, draw theshear and moment diagrams.6 kN/m8m.312.5m16 kN212.5m

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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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Rigid frame loaded with a uniformly varying load on member BC and a horizontal concentrated load of 16 kN applied on member AB. End A is a fixed support while support D is hinged. Consider side sway of the columns. Using slope-deflection method, draw the shear and moment diagrams.

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