Question: 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
(a) The maximum positive shear in panel DE of the girder, and
(b) The maximum positive moment at H.

3 ft 13 ft + 6ft -6 t- 6 ft 6 ft 6 ft 6 ft A. G F
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a Referring to the influence line for the shear i... View full answer
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