Design and Analysis of a Commercial Complex by using Post Tension Method (Stilt + 12 Floors) with Cost Analysis of Conventional Slab and Post-Tensioned Slab

Naan Babu Chouhan*, Bhanusuresh H. S.**, R. Subash Chandra Bose***
*,*** Department of Civil Engineering, ACS College of Engineering, Bengaluru, Karnataka, India.
** School of Civil Engineering, REVA University, Bengaluru, Karnataka, India.
Periodicity:March - May'2022
DOI : https://doi.org/10.26634/jste.11.1.18894

Abstract

This paper deals with the analysis and design of high-rise buildings with post-tensioned slabs. The structure was analyzed and designed for a typical floor. Drawings and other specifications are studied with reference to National Building Code (NBC). Designing structures is a major aspect of Civil Engineering. In further development we use additives and plasticizers, etc. and the building materials change from day to day. In ancient times, buildings were built only from the first floor. i.e., an independent house. At present we are building with steel and more than 13 floors, due to scarcity of land, high price of land and urbanization etc. For the construction of high-rise buildings, we are now moving on to claims and post-tensioning methods. In ancient days materials such as lime, mud, kuchar and surhi etc. were used. Presently buildings are built with materials like cement, sand and steel in their improved forms.

Keywords

Extended 3D Analysis of Building System (ETABS), Resilience Analysis and Planning Tool (RAPT), Post Tension (PT), Conventional Slab, Post Tension Structures.

How to Cite this Article?

Chouhan, N. B., Bhanusuresh, H. S., and Bose, R. S. C. (2022). Design and Analysis of a Commercial Complex by using Post Tension Method (Stilt + 12 Floors) with Cost Analysis of Conventional Slab and Post-Tensioned Slab. i-manager’s Journal on Structural Engineering, 11(1), 28-33. https://doi.org/10.26634/jste.11.1.18894

References

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