Byusing ConjugateBeamMethod, Determinethedeflection 3mtotheleft of rollersupport 55 kN 30 kN/m B A C 9 m +3m- El = constant E = 200 GPa I = 830 x 106 mm

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Q4 calculate the vertical movement of points A,B,C,D and E C.CZ عليم د. على المداري t LUL Steel wire D=30mm 2m E-26KIO HAL N 2M Steel wire 4m D= 30mm E=20×1 D N mm B 2 m 2 100kN 300 useful formula: 6 = 2, 6 = lookN Ib で = 2, ∞ = MY, Z = VQ, 1 = bh³, I = TD4, 5=41, A² + B²= R² T=Tr D = TL, A = lat, s = PL .T AE 64 A²+B² P = Ext, I=fy² dA, J=ID 32