Question: Two small channel sections DF and EH have been welded to the uniform beam AB of weight W = 3kN to form the rigid structural

Two small channel sections DF and EH have been welded to the uniform beam AB of weight W = 3kN to form the rigid structural member shown. This member is being lifted by two cables attached at D and E. Knowing the θ = 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.




DE Tos. 0.5 m н -1m- -1.5 m-


DE Tos. 0.5 m -1m- -1.5 m-

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FBD Beam channels 5m 6kNm A Iz 3 kN 15kN 15kN a By symmetry FBD Beam With c... View full answer

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