A Study on Design of G+1 Residential Building

The main objective of this project is A STUDY ON DESIGN OF G+1 RESIDENTIAL BUILDING The process of structural design involves various stages such as consideration of design parameters, computation of loads, member design, reinforcement detailing, and drawings. Any construction project to begin with the Layout of the structure. The layout of the proposed G+1 Residential Building is based on a plot of size 130 m². All drafting was done by using AutoCAD.The conventional method of structural design and analysis leads to lots of complications and tedious calculations, which are time-consuming. Hence, the analysis and design of the entire structure have been completed by ETABS .The foundation has been designed as an isolated sloped footing using safe bearing capacity of soil is 120 KN/m² and column loads are taken from ETABS result. The foundation design values were calculated using excel sheet considering forces coming from all relevant structural member as per IS code for loads.

Publication Details

Journal
Zenodo (CERN European Organization for Nuclear Research)
Published
2025-06-23
DOI
https://doi.org/10.5281/zenodo.15722189
Primary Topic
Seismic and Structural Analysis of Tall Buildings
Type
article
Field-Weighted Citation Impact
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article

A Study on Design of G+1 Residential Building

Zenodo (CERN European Organization for Nuclear Research)
Seismic and Structural Analysis of Tall Buildings
article

A Study on Design of G+1 Residential Building

article en

Abstract

The main objective of this project is A STUDY ON DESIGN OF G+1 RESIDENTIAL BUILDING The process of structural design involves various stages such as consideration of design parameters, computation of loads, member design, reinforcement detailing, and drawings. Any construction project to begin with the Layout of the structure. The layout of the proposed G+1 Residential Building is based on a plot of size 130 m². All drafting was done by using AutoCAD.The conventional method of structural design and analysis leads to lots of complications and tedious calculations, which are time-consuming. Hence, the analysis and design of the entire structure have been completed by ETABS .The foundation has been designed as an isolated sloped footing using safe bearing capacity of soil is 120 KN/m² and column loads are taken from ETABS result. The foundation design values were calculated using excel sheet considering forces coming from all relevant structural member as per IS code for loads.

Zenodo (CERN European Organization for Nuclear Research)
Sustainable cities and communities
Openalex Percentile: Top 54%
Seismic and Structural Analysis of Tall Buildings
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