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For the beam below solve a) Reaction forces 20% b) Shear force diagram in Matlab or excel 20% e) Write a bending moment equat
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DATE 36thon 40 30 KH P. B.D 2Ke Rly = Ry 10 t40 +30 = 8 0 40x5-3o x 1 -1oX8 = O C-ve slan ndicatis chamge M=-3 10 1Hm assumme80 lb R 1 V M M 10 10 20 -50 0 0.001 10 0.0001 л 100 -20 150 60 200 30 009 RIT 3.0001 250 130 50 5 -100 180 300 50 180.005 50

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