Determine the deflection at point B given the cross-section of the beam and assuming E = 200 GPa. 200 mm 20 mm 8 kN 4 kN/m A D 200 mm 30 mm 1 m 1 m 2 m 2 m 20 mm
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- Determine the deflection at point C using moment area method. EI=constant, w=30 kN/m a=3m and L = 5mDetermine the deflection at point C. Use the following parameters: P = 40 kips, w = 3.7 kips/ft, E = 29000 ksi, I = 2700 in4 Answer: -0.664Determine the slope and deflection at point B of the steel beamshown in the figure. The reactions are already given. Let E = 29(10^3) ksi and I = 800in^4
- Moment Area Method Using the moment area method, determine the deflection y C at point C. EI = constant for the whole beam.determine the horizontal deflection at D in terms of EI for the frame shown.(a) Compute the vertical deflection at C, the horizontal deflection at D and the rotation at A by the virtual work method. (b) If support E moves to the right by 5mm and settles downward by 10mm, compute the additional horizontal deflection at D. Given E=200GPa and I=108mm4 .
- Determine the deflection at point D in mm. Using Moment Area Method.Let P =31 kN.EI = 14220 kNm^2Determine the slope and deflection at point B of the beam shown by the moment-areamethod.Determine the slope and deflection at point C of the steel beam using Castigliano Theorem. E = 200 GPa & I = 250x106 mm4
- For the beam loaded as shown, determine the slope at point C, and deflection at points A and D. Assume EI as constant with E = 200,000 MPa and I = 15x107 mm4.Determine the horizontal deflection at joint C of the truss by virtual work method. Use E = 10,000 Ksi, A = 5 in² L1 = 4 ft, L2 = 5 ft, L3 = 12 ft , P = 47 K,Determine the slope and deflection at point D of the beam shown Using the area moment method