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8 kN D 120 kN.m В vс UD A С -10 m -20 m Loading Loading Function w = w(x) Shear V =%w(x)dx Moment M = /Vdx (1) M w = M. (x-a)Using Macaulay functions, determine the moment equation of the beam above. 0 -8 < X – 0>1 +6 < X – 10 >1 O-8 < X – 0 >0 +6 <

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to sind Reachrons and B at Steps: 8KN 120 knon 20 m Tom RB RA +1Efy=0 .8+ RAT RB RA TRB = 8 20 A EMA= - 8410 +120 - RBX 2) RB

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