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2) Calculate the shear forces and bending moments at point of the beam shown below. Please show all your work 2/ KN A с 5 m 3

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Answer #1

6KN m 21KM A 1 to B ic & 5m >43m x 2m → Shear force just left of point 6 =-(£x5x6) (sfc) eest = -15KN sign convento in sf = d(c) Moment at point l (Me) 6 KN А A 121 KN iB Mc = {( x 5x6x deaver arm -- [15* ( + bc)] komenten lever arm 11 - [15x(5/+3)

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