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1- Determine the shear and moment at point C for the beam shown in the figure. 6KN/ BKN.m from 1,5m Зm Зm

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6kN/m A I с 200 1.sm & fr=0 HB=0 RA ARB- x 6x6 = 18KN Taking moment about B=0 EMB=0 3*6 x 6 x 4x6] + 6 Ray 6 = 0 [RA= 7km Now

Bending moment at (i- MCR)= 7x35x3x3x 1*3*3* [ x 3 = 16.5KNM. tience Moment at C = 16.5KNM

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