SOLUTION OF DEFLECTION OF BEAMS BY DEFINITE INTEGRAL METHOD

In this paper, the definite integral method is used to solve the deflection of beams. The method does not need boundary conditions to determine the integral constant, which effectively simplifies the solution process of the problem. The method takes the slope infinitesimal element of the beam as the logical starting point, and clearly describes the cumulative process of deflection of beams, which is convenient for a deep understanding of the deflection process of the beam under load.