A uniform live load of 0.2 k/ft and a single concentrated live force of 4 k are placed on the…

A uniform live load of 0.2 k/ft and a single concentrated live force of 4 k are placed on the…

A uniform live load of 0.2 k/ft and a single concentrated live force of 4 k are placed on the floor beams. Determine (a) the maximum positive shear in panel DE of the girder, and (b) the maximum positive moment at H.

 

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