A uniform live load of 6.5 kN/m and a single concentrated live force of 15 kN are
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(a) The maximum positive shear in panel CD of the girder and
(b) The maximum positive moment in the girder at D.
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|A B. 4 m 4 m 4 m 4 m
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a Referring to the influence line for the shear in ...View the full answer
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