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6:04 PM Wed Apr 22 5 TODO of ☺ + 0 The Beam is subjected to a distributed load, determine the shear force diagram and bending

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solution - EBD TO KN 1 20 kN/m m K-3-*-4- K- 6- EMA aos 10x3 + 20X6x10 - VeX 13 20 - Ve = 94,61 KN Vat ve = 10 + 2046 Efy zoat 2= 3-7 TOKN I SMO() VI096 Efy=0; V(X)= 35.30 - 10 Tvcx = 25. 38 KN EMEO -> M(x)= 35.38X – 10 (32-3) Ima) = 95.38% +30 — atShear force & Binding moment Diagram using above C Equation v1-3K-4- (KN) 35.38 KN 25,30 KN -94.62 KN 223,76 kN-M 207,66 106.

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