Question
disregard the diagram portion of the equation, only need max bending moment in kN.m
Consider the beam and loading shown where P-10 KN 2 KN co 0.3 m 0.3 m 0.3 m 0.3 m From the figures given below, identify the
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Answer #1

Ron PEOKN 2KN To.2m E F 0 2m Re O.3m 0.3m o.3m 0 3 m ->6g)+26«3) - 0 - 2(0-4) +e(0--1o -I8 +0.ye -3 o 6o 4.2 o. Re= lo S KN M(B-M)D- -2Xo-3+ ke xor2 -0.6 loS Xo2 -2 Xo6 lo S Xo.2 0.4 K-m BMF 2 X0.3 HX o.2 0.6--b.5)X2 2.7KN-M oceuwu at F g 7 K-m Hor 8

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