Performance of self-compacting concrete

Abstract

The use of rectangular and circular column sections in the construction field are very common and it very easy to analyze and design of these types of column sections. For the design of these column sections load and moment interaction curves are available in sp-16 1980, but for the design of L-shaped column section, the load and moment interaction curves are not available in this code book. The use of Lshaped column in the construction field increases the load carrying capacity of the column. This paper contains the work carried out about the development of load moment interaction curve for L-shaped column section. © 2018 Authors.