P kips 12' F
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- 10. B 100kN 4m 3m AE= Constant A= 1500mm? E=200GPA a. Determine the force in each member uf the real and the virtual truss shown above. b. What is the nature of each internal force. c. Determine the vertical deflection of point C using the virtual work method. CS Scanned with CamScannerDetermine the deflection at C using Area Moment Method. Use E = 200 GPa and I = %3D 180 x 106 mm4. 500 kN/m EB 5m C 1mASAP
- B >10KN 4m А, 3m 3m Using Virtual Work: Compute for the vertical component of the deflection at B and the horizontal component for the deflection at B. E=30GPA and 500sqmm cross sectional area for the membersDetermine the slope and deflection at point B of the beam shown by double integrationmethod.>10KN 4m A 3m 3m Using Virtual Work: Compute for the vertical component of the deflection at B and the horizontal component for the deflection at B. E=30GPa and 500sqmm cross sectional area for the members
- Prob2. Use the virtual work method to determine the horizontal deflection at joint C of the frame shown. 3 kN/m 20 kN 10 m El = constant E= 200 GPa I= 400 (106) mm4 D 10 m4. Use the method of virtual work. Determine the smallest cross-sectional area A required for the members of the truss shown, so that the horizontal deflection at joint D does not exceed 10 mm. 50 kN 100 KN 50 KN E D B 2 at 2m = 4m EA-constant E - 120 GPaDetermine the vertical deflection at point C for the beam (EI=Constant) using the method of virtual work. w=6kN/m 12kN A D В 3m 4m 5m
- 1) Use the virtual work method to determine the horizontal and vertical components of the deflection at joint B of the truss. 1-a 1-b 3L 3 m = 2600 mm² OO A 2L 2P B EA= constant 4000 mm² 2600 mm² P 3 m 4L 75kN D 4000 mm² E = 70 GPa 4000 mm² 3 m B 500 KNDetermine the slope at B and the deflection at C by the moment-area method for the beam shown below. Take ? = 29000 ?/??^2and ? = 2500 ??^4.1.) Determine the slope and deflection at point B of the beam shown by the moment-area method. 94 kN A 5 m El = constant E = 200 GPa I = 800 (106) mm4 %3D