Abstract
Abstract: Castellated columns have been utilised extensively in steel constructions and structures. When compared to conventional I-section structural components, castellated structural components have a greater capacity for bending along their primary axes and can withstand greater flexural buckling. With the aid of FE analysis, the study sought to examine the strength and buckle behaviour of axially loaded tapered castellated cruciform steel columns. Although there is a sizable amount of study on the failure of various columns, no suitable standard has been developed to recognize the point of buckling in the equilibrium path of a deficient column. The analysis discussed in this manuscript takes into description a multiplicity of useful geometric dimensions and fix to fix ends conditions by the application of ABAQUS softwares
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