A uniform live load of 0.2 k/ft and a single concentrated live force of 4 k are
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(a) The maximum positive shear in panel DE of the girder, and
(b) The maximum positive moment at H.
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3 ft 13 ft + 6ft -6 t- 6 ft 6 ft 6 ft 6 ft A. G F Н
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a Referring to the influence line for the shear i...View the full answer
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