A uniform live load of 4 k/ft and a single concentrated live force of 20 k are
Question:
(a) The maximum negative shear in panel DE of the girder and
(b) The maximum negative moment in the girder at C.
Transcribed Image Text:
D A - 2 ft - 2 ft – - 2 ft - 2 ft -- - 2 ft
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a By referring to the influence line for the shear ...View the full answer
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