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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
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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Please write out your equations and free body diagrams. Anything that is typed gets weird in the formatting and i cannot understand it. Thank you

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. E A F G H -1.5 m- -1 m- 1m→1.5 m- Fig. P7.53
Transcribed Image Text: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. E A F G H -1.5 m- -1 m- 1m→1.5 m- Fig. P7.53
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