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draw the shear and bending moment diagrams. determine the maxium absolute values of the sheer bending moment. 20 kN/m С M=12
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20 kN/m I M = 12 kN-m C ť Re 2 м -2m furt calculate the We will at AGB Reactions to froxy moment about A Taking 12 + (20 x 2xM = 12 kN-in 20 kN/m y 2 C 13 KN 27 KN -2m- € 2m 27 LN 0.65m pa A 1.35m - 13 KN thear force diagram Perabolic Parabolic 30.22ce shear force 2 Maxn 27 KN Marm moment 30.225 KN-m. Bending 2

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