The Bending of Rectangular Deep Beams with Fixed at Both Ends under Uniform Load

摘要

Considering the effects of the beam section rotation, shear deformation of the adjacent section and transverse pressure, derived the new equation of rectangular section deep beams, and gives the basic solution of deep beams [1]. And discussed at the bending problems of deep rectangular beams with fixed at both ends under uniform load, based on the equations given in this paper, application of reciprocal law, doing numerical calculation in Matlab platform, compare with the results of AN SYS finite element analysis [2].