Analysis And Design Of G+10 Residential Building In Zone-III

Usha Kranti Jujjuri; K. V. Jagadeesh Reddy; D Jeevana Jeevana; B Madhu Kumar; K Venkateswarlu Venkateswarlu

doi:10.36948/ijfmr.2025.v07i03.47621

Analysis And Design Of G+10 Residential Building In Zone-III

Author(s)	Dr. Usha Kranti Jujjuri, Mr. K. V. Jagadeesh Reddy, Ms. D Jeevana Jeevana, Mr. B Madhu Kumar, Mr. K Venkateswarlu Venkateswarlu
Country	India
Abstract	Boundaries are basically about providing structure, and structure is essential in building anything that thrives. We shape our home and then our homes shape us, because a home should be more than just something pretty to look at. Our homes should inspire us every day to live the life we dream of and aspire.Land area is shrinking and population is growing daily. As a result, everyone wants a homely flat. Hence our goal is to create buildings that are not only aesthetically pleasing but also adhere to proper standards and take into account how resilient that will be to natural calamities.Structural design is an investigation method of the rigidity, strength and stability of the building. The essential aim in structural analysis and design is to construct a structure capable of overcoming all applied loads without failure during it's intended life. The process of structural design involves various stages such as computation of loads, member design, detailing and many more. The conventional method of structural design and analysis leads to lot of complications and tedious calculations which are time consuming. Now-a-days plenty number of application software‘s available in the civil engineering field. All the software‘s are developed as the basis of advanced. The analysis which include the effect of dynamic loads such as wind load, seismic load etc… in the present work an attempt has been made to study the efficiency of certain civil engineering application software‘s.This project involves analysis and design of multi-story G+10 Residential building using STAAD Pro which includes forces, moments and deflections. All the drafting and detailing were done by using auto cad. In this project, the design of beams, columns, slabs, stair case, and a shear wall was calculated by the limit state method using IS:456 code. Different loads acting on member are consider according to IS:875[ part-I, II, III] and IS:1893 for seismic load.
Keywords	Analysis of multi-storey, Seismic Analysis, STAAD PRO
Field	Engineering
Published In	Volume 7, Issue 3, May-June 2025
Published On	2025-06-09
DOI	https://doi.org/10.36948/ijfmr.2025.v07i03.47621
Short DOI	https://doi.org/g9pz5t

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Analysis And Design Of G+10 Residential Building In Zone-III

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