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Draw the shear and bending moment diagram. Assume A is a fixed support. 10 KN 10 kN/m A 1 m 2 m

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JOIN Toknim 1 sm- 2m A lgn conata B RA Efv=0 reppust plaction & sox 2 tlo Negatreenen 20 le Jone gixx tear fisce (x jiem E) 6Jio portion BA (a fram-c) Mar lux 1062-1)2 (3853) ( Prabole) 2 MB = 10 kom t=2 at az 1 Just right of B) MA: at ar 3 Z -301.3-

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