PERMISSIBLE LOAD ON A SHORT COLUMN

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  • PERMISSIBLE LOAD ON A SHORT COLUMN

A short column may b analysed by the following two methods:

1) Simple Elastic Theory

2) I. S Code Method

Simple Elastic THEORY
     Let
 A=Area of column Section

Ac=Area of concrete

Ast=Area of steel

Ae=Equivalent Concerte Area



Safe Load = Safe Stress in concrete × Equivalent Concrete Area

{Equivalent concrete area Ae= area of concrete+1.5×modular ratio×Area of steel}


EXAMPLE ON SIMPLE ELASTIC THEORY



I. S. Code Method

Safe load=[ (Area of concrete×safe stress in concrete) +(Area of steel×safe stress in steel) ]

EXAMPLE ON I.S CODE METHOD


Safe compressive stress in concrete in RCC Columns


Safe compressive stress in steel bars used in RCC Columns


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