A uniform live load of 1.75 kN/m and a single concentrated live force of 8 kN are
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(a) The maximum negative shear in panel BC of the girder and
(b) The maximum positive moment at B.
Transcribed Image Text:
-1.5 m-→ -1.5 m- 3 m
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a By referring to the influence line for the shear i...View the full answer
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