5. Using Area Moment Method, for the beams shown, determine the values of the slopes and deflections. ec, AA and AD. cA 20kN B A T 2m 5m 20 kN/m ப C ता 3m D E = 200,000 MPa I = 15 x 107 mm4
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- a) Determine the magnitude of resultant and its direction measured fro m y axis if Fg - Coo ond 0=20. b) from x- axis 700NSolve this problem using Conjugate beam method and Virtual Work method . provide readable complete solution Determine the slope at the roller B of the double overhang beam shown. Take E = 200 GPa, I = 18(106) mm4Determine the slope and displacement at the internal hinge C using virtual work method. EI is assumed constant. Please do it in text form . dont upload images
- Calculate the vertical deflection of point B and the horizontal movement at D shown in the figure. Consider that all the elements of the truss are linearly elastic and have sectional areas of 1800mm2. Also consider an E of 200,000N/mm2. Add the calculation process of solving the problem step by step and complete the table accordingly. L F FB ∂FB / ∂PB FD ∂FD/∂PD AE - 2√2/3 PB -2/3 √2 EB EF AB BC CD BF FD FCCompute the vertical and horizontal deflections of B by the virtual work method. GivenE=200GPa and I=108mm4 .round off at end answer only. 3 decimal places
- Solve the slope and deflection of the compound beam shown at point E which is located 3m to the right of A. Use Conjugate Beam Method. 155 kN A 37 kN/m 5 m I= 1680x10 mm4 B Hinge PRVA NATYRANNIKAR SKOLÁNGATAKAN BLINKS UND www.A RIUNFA -2.5 m2.5 m- I=1260x10 mm* E = constant = 205 GPaCompute the vertical and horizontal deflections of B by the virtual work method. Given E=200GPa and I=108mm4 .Use double integration method