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6 KM 6 kN/m (3) For the loaded beam determine the shear V and moment M at a section 200 mm to the right of end A. Ans: V = 0.

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Ual(unnty Aistibuted lond ) Gkam 6KTA A and B 300m 9s6mm RA udl i at act Contre . fw-GKNX0.3m Sం m 1.8KN Tains memgm aboud A

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