A three member frame consists of a vertical member AB, 5m long and horizontal members BC and CD each 6m long, with C and D to the right of B. The frame is fixed at A and pinned at C and D. Member AB carries a load varying uniformly from 6kN/m at A to zero B which is acting to the right. Member BC has a concentrated vertical downward load of 40kN at 4m from B. Member BC carries a uniform downward load of 4kN-m. Determine the moments at A, B and C. Assume E to be constant and IAB =3I, IBC = 41 and ICD = 51. member df fem bj/Dist co bj/Dist co bj/Dist co bj/Dist FM

A three member frame consists of a vertical member AB, 5m long and horizontal members BC and CD each 6m long, with C and D to the right of B. The frame is fixed at A and pinned at C and D. Member AB carries a load varying uniformly from 6kN/m at A to zero B which is acting to the right. Member BC has a concentrated vertical downward load of 40kN at 4m from B. Member BC carries a uniform downward load of 4kN-m. Determine the moments at A, B and C. Assume E to be constant and IAB =3I, IBC = 41 and ICD = 51. member df fem bj/Dist co bj/Dist co bj/Dist co bj/Dist FM

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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