Question

Draw the SFD and the BMD for the following beams 15kN/m 10kN LIT * 2m **Im * 1m (10) 10KN 5kN/m 5kN/m 2m 2m1m

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Answer #1

I J 15 kN/m L J 4m hinge ß im lokn v c imod SFD parabola BMD 140 moment at tinge =0 Sto = – 5 kn (SEC) R = -5 kN SF) = 5kN Dylokn skolm Skolm A J J J Je VC DIT 2 m SE 75 a parabolic BMD 25 The given Beam is symmetrical about loading ... By + Dy = 5x1

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