Analytical Approach in Stability Enhancement Techniques by Altering Beam Members at Different Levels

Abstract

Many cities need a space for its further development with a criterion to capture everything that would run it with ease without any difficulties. The future demand of each city will ultimately in the favor to attract the population and living demand. This demand leads to the progress of the multistoried building. To counteract the lateral forces and stand in its position, the tall structures need stability with or without any improvement in the same. The current work is going to show the stability criteria of changing the grades of beams without altering the size at various floor levels. Total 6 cases of the current theme created and analyzed with the help of software approach after then result is compared. Result shows that the increase of stability has seen in Case BS3 and Bs4 and would be recommended whenever this type of stability activity performed.