Paper Contents
Abstract
The cost of R.C.C. and pre-stressed concrete beams are compared in the current research. Concrete that is pre-stressed comprises of tension-bearing reinforcing and concrete that resists compression. In order to effectively use the compressive strength of reinforced concrete and to prevent or regulate cracking and deflection, pre stressing became crucial in many applications. In this study, R.C.C. Beam and Post-tensioned Beams with 16.2m and 4.3m Spans are designed and estimated. SAP 2000 is used for the analysis, whereas manual labor is used for the design. The loads are analyzed in accordance with IS 875 part-2.The analysis, design, and details of a function hall are covered in the article, along with a cost comparison of RCC and post-tensioned pre-stressed beams. The bottom floor and ground floor of the building are intended to function as a public building. The purpose of this study is to design, estimate, and compare pre-stressed concrete and R.C.C. beams with spans of 16.2 and 4.3 meters, respectively. The goal is to come to a firm judgment on which of the two strategies is preferable.
Copyright
Copyright © 2023 krishan kumar. This is an open access article distributed under the Creative Commons Attribution License.
