For determining the deflection 'y' of a loaded beam at a distance 'x' by Macaulay's method, which one or more of the following is/are used?
1. The basic differential equation for deflection Eld2ydx2=−M; where El is the flexural rigidity of the beam, M is the bending moment.
2. Successive integration of the differential equation given in 1.
3. Known positions of zero deflection in the beam.
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