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2. Given the beam in the figure, the concentrated load F is 600 lb, the distributed load w is 50 lb/in, a is 10 in., bis 15 i

Can someone show e how to solve this please

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Sol> A e Re Let PA and Ro be the reaction foras acting on the beam. {Fy=0 RA+ Roof+wx (l-a) RA + R = 600 + 50% (20-10) RA+ RNow we diagram will draw shecer porn and Bending moment digran Goo 1200 Tiboo 850 600 7+1 S.F.D (-) 200 450 (1) - B.M.D -2000(6) The principh stress in the bean is due to complementary shica stress generated due to shear foru and bending force generaa Uang Maulay method to calculate deflection of the beam so moment eqr of the beam Mx - - 2003 1-50(x-1) +1300(1-15) Eldy - Mso our eq becomes Elye -200 n° +75862 -50 (2-1) I 24 + 1300 (N-153 Deflection at x = 20 3 Ely - - 200 (20) + 7586 (20) – 50

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Can someone show e how to solve this please 2. Given the beam in the figure,...
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