Use the second-order equations to solve the problem. (1) For the overhanging bea

Question

Use the second-order equations to solve the problem.

(1) For the overhanging beam with loading shown, determine (a) the equation of the deflection curve for portion AB of the beam, (b) the deflection at the midpoint between A and B, (c) the slopes at A and B. The flexural rigidity EI is constant for the entire beam.

The correct answers are: (a) y = w(%u2212Lx^3 + 4L^3x)/24EI     (b) wL^4/8EI       (c) %u03B8A = wL^3/6EI    %u03B8B = %u2212 wL^3/3EI

Use the second-order equations to solve the problem. For the overhanging beam with loading shown, determine (a) the equation of the deflection curve for portion AB of the beam, (b) the deflection at the midpoint between A and B, (c) the slopes at A and B. The flexural rigidity EI is constant for the entire beam. The correct answers are: (a) y = w(%u2212Lx^3 + 4L^3x)/24EI (b) wL^4/8EI (c) %u03B8A = wL^3/6EI %u03B8B = %u2212 wL^3/3EI

Explanation / Answer

where is the loading diagram

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