![Given: 1. Beam stiffness equation:- M 12 6L -12 6L1 (dly 4L2 -6L 2L? | 12 -61 day SYMM. 422] 2) fay 2. Truss stiffness equati](http://img.homeworklib.com/questions/33d05550-812a-11eb-95b3-ff9b1fad4633.png?x-oss-process=image/resize,w_560)
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2 t/m 6m zm 2 T/M JON uro-20t-m =0 According to comparability Condition ( 48 bueri + (46) Duet + (45) Due to - delovers = 0 -> eq zo T-m 10T UdL Deflection due to UDE: - zx64 324 SELET Substis tate all in above equation (1) Deflection due to 10T Deflection due to 20 T-m: A8 = M = 20x6 Defleclection due t Reaction Re: = 360 324 70 + 30 - 72 80 =0 . 72 RB = 1404 Rp = 19.5 T upward reaction at 'B'
MA TOT 6m 1 zm. 19.55 {Fy=0 RA+19.5 = 286 +10 I RA= 2.5T) Lipward reactionat A' MA = -10X8+19-5X6 - 2x6x6 MA = +1 T-m (clockwise)
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