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Chapter 5, Problem 5/150 (video solution to similar problem attached) Plot the shear and moment diagrams for the beam loaded

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250 N/m 2400 Nom Ay=322.5 N By = 521,5 N 4 k2.8m * 3.4 msk 2.80 2.8m Shear Force diagsam r +322.5 +327.5 - 527,5 -527.5 e benPage At x=1.3m [v=+322,5N) Le m= 322,5 x 1.3 [m - 419.25 Nm → At x=37 m ) Vz+322,5 - 250 (3,7-2,8) t (v=97,5NT Com= 322,5 (3.The maximum Cabsolute value) shear force L umax 1 = 527,5 N / → The maximum labsalute value) bending moment Llar = 1477 N.m]

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