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

Author:

Naan Babu Chouhan1,Bhanusuresh H. S.2,R. Subash Chandra Bose1

Affiliation:

1. ACS College of Engineering

2. REVA University

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.

Publisher

i-manager Publications

Subject

Pharmaceutical Science

Reference10 articles.

1. Bureau of Indian Standards. (1978). Design aids to Reinforced Concrete (IS: 456-1978), New Delhi, India.

2. Bureau of Indian Standards. (1980). Practice for Prestress Concrete Structure (IS: 1343-1980), New Delhi, India.

3. Bureau of Indian Standards. (1987). Code of Practice for Design Dead Loads (IS: 875 (Part 1)-1987), New Delhi, India.

4. Bureau of Indian Standards. (1987). Code of Practice for Design Live Loads (IS: 875 (Part 2)-1987), New Delhi, India.

5. Bureau of Indian Standards. (1987). Code of Practice for Design Wind loads (IS: 875 (Part 3)-1987), New Delhi, India.

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