TENSELY- STRAINED STATE AND ALLOCATION TECHNIQUE OF STEEL PROFILED DECKING

Authors

Rakhimov A. K. Ph.D., associate Professor at the “Building construction” department of Samarkand architecture and civil engineering institute
Turobov Sh. 1 year master's degree student of “Building construction” department of Samarkand architecture and civil engineering institute

Keywords:

Decking, stiffness, corrugation, stability

Abstract

This article deals with the operation of the steel profiled decking working on a slit or non-slit scheme. And also the experimental study results and the allocation technique of the steel profiled decking are given