A uniform live load of 1.8 kN/m and a single concentrated live force of 4 kN are
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(a) The maximum positive shear in panel BC of the girder and
(b) The maximum moment in the girder at G.
Transcribed Image Text:
|B ID " -0.5 m--0.5 m--0.5 m- -0.5 m- 0.25 m 0.25 m
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