A Find the deflection and slope at point C, using moment area theorem 20k 20k 10m 5m 5m 10m B
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- >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 membersASAPDetermine the slope and deflection at C by the conjugate beam method. E = 200GPa and I = 500x106mm4. IABC = 21 while ICDE = I 20kN 40kN 15kN E A 2m 4m 13m 6m D STUT 1m
- 4 Use the virtual work method to determine the slope and deflection at point D of the beam (Quie 21 150KN B. D. 5m 5m 5m El constant E=70 GPa 1000 (10%) mmDetermine the slope and deflection at point B of the beam shown below by the moment- area method. 90 kN 5 m El = constant E = 200 GPa I = 800 (106) mm4 %3D %3DDetermine the deflection at C using virtual work method. 30 kN/m B C 6 m -4.5 m- El = constant E = 200 GPa I = 800(106)mm %3D %3D %3D
- 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 point C. using double integration method A. 99 mmB. 69mmC. 79 mmD. 89 mmDetermine the slope and deflection at point B of the beam shown by double integrationmethod.
- Problem 1: Using any method, 70 GPa find the ff. when E and I 100x10 6 mm^4 %3D a. Deflection at 4m from the left support Rotation at 4m from the left support in radians Rotation at left support in degrees b. C. 150 kN 50KN-m 9kN/m 4m 1m 1m 1m 1.5mPROBLEM 1(USING CONJUGATE BEAM METHOD) DETERMINE THE DEFLECTION AT POINTSB AND D 2.5 k/ft Hinge 35 k D В -16 ft -8 ft 8 ft- 1 = 4,000 in.4 [ = 3,000 in.4 E = constant = 30,000 ksi %3D %3DDetermine the slope and deflection at point B of the beam shown using double integration method. -2 m- 80 kN-m B 4 m El = constant E = 70 GPa I = 335x10°mm %3D