GENERAL ANALYTICAL SOLUTION OF AN ELASTIC BEAM UNDER VARYING LOADS WITH VALIDATION

In this paper, we take into account the system of differential equations with boundary conditions a fixed elastic beam model (EBM). Instead finding solution EBM for particularly specified load, which is usual practice, derive general analytical using techniques integrations. The proposed solutions are not load-specific but can be used any load without having to integrate successively again and again. We have considered in polynomial form obtained deflection slope parameters EBM. Direct been determined under two types loads: uniformly distributed linearly varying load. formulation derived has validated on known cases as appears frequently literature.