Two small channel sections DF and EH have been welded to the uniform beam AB of weight W=3 kN to form the rigid structural member shown. This member is being lifted by two cables attached at D and E. Knowing that 0 = 30° and neglecting the weight of the channel sections, (a) draw the shear and bending-moment diagrams for beam AB, (b) determine the maximum absolute values of the shear and bending moment in the beam.

Two small channel sections DF and EH have been welded to the uniform beam AB of weight W=3 kN to form the rigid structural member shown. This member is being lifted by two cables attached at D and E. Knowing that 0 = 30° and neglecting the weight of the channel sections, (a) draw the shear and bending-moment diagrams for beam AB, (b) determine the maximum absolute values of the shear and bending moment in the beam.

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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