Question: Assuming a point of contraflexure at A, what is the bending moment at B? 4 m B 4 m 16 kN/m A > 1
Assuming a point of contraflexure at A, what is the bending moment at B? 4 m B 4 m 16 kN/m A > 1 m 3 m
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Let the support reactions are R R and R3 16kNm 3m ... View full answer
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