A uniform live load of 2.8 kN/m and a single concentrated live force of 20 kN are
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(a) The maximum positive shear in panel BC of the girder and
(b) The maximum positive moment in the girder at G.
Transcribed Image Text:
4.5 m- -1.5 m- 4.5 m- 0.75 m 0.75 m Hsm-
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