The maximum deflection for the beam shown occurs closest to which point? 135 kN O a. A O b. B O C.C O d. D 22 kN/m 2m- B C -1.3 m- El = constant E = 10.5 GPa I=8325 x 106 mm4 -1.7 m- D
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- Use moment area method to calculate the deflection at “A” and “D” and the maximum deflection of beam between “B” and “C” E I = 40000 kN.m2.(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 slope at B and the deflection at C by the moment-area method for the beam shown below. Take ? = 29000 ?/??^2and ? = 2500 ??^4.
- Determine the deflection at point C. Use the following parameters: P = 40 kips, w = 3.7 kips/ft, E = 29000 ksi, I = 2700 in4 Answer: -0.664Knowing that the value of the concentrated loads P = 8kN, determine the slope and deflection at C by Moment Area theorems. (E= 200 GPa, I = 60x106 mm4)3. Using moment-area method, compute the slope and deflection at the free end of the of the cantilever beam shown. E = 29,000 ksi , I = 760 in⁴
- Determine the maximum deflection of the beam, using El=1000 KN-m^2. Using AREA-MOMENT METHOD, solve all of the support reactions in the given indeterminate beam.Determine the deflection at the free end of the beam using the conjugate beam method. The homogeneous steel cantilever beam has a moment of inertia on point A to point B of 2500x10^6mm4 and from the point, B to point C of 1250 x10^6mm4Solve for the maximum deflection if EL= 390,000 kn m^2