A uniform live load of 250 lb/ft and a single concentrated live force of 1.5 k are
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(a) The maximum positive shear in panel AB, and
(b) The maximum moment at D. Assume only vertical reaction occur at the supports.
Transcribed Image Text:
-10 ft -15 ft- -10 ft- -15 ft- Н G. 5 ft 5 ft 5 ft
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