A uniform live load of 2 k/ft and a single concentrated live force of 6 k are
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(a) The maximum positive shear in panel CD of the girder and
(b) The maximum negative moment in the girder at D. Assume the support at C is a roller and E is a pin.
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- 3 ft - 3 ft - 3 ft- - 3 ft
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a Referring to the influence line for the shear in pane...View the full answer
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