Static Flexure analysis of Cantilever beam Subjected to UDL using HSDT

Abstract

In this paper, utilizing another higher request shear distortion hypothesis cantilever beam exposed to udl is examined. The axial displacement, transverse removal, axial bending stress and transverse shear pressure are resolved for given cantilever bar for various boundary conditions. The outcomes are gotten by understanding numerical for different length to thickness proportions of the beams and that acquired outcomes are contrasted and other shear deformation theory.