Two small channel sections DF and EH have been welded to theuniform beam AB of weight W

Chapter 7, Problem 7.53

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Two small channel sections DF and EH have been welded to theuniform beam AB of weight W 5 3 kN to form the rigid structuralmember shown. This member is being lifted by two cables attachedat D and E. Knowing that 5 30 and neglecting the weight of thechannel sections, (a) draw the shear and bending-moment diagramsfor beam AB, (b) determine the maximum absolute values of theshear and bending moment in the beam.

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