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International Journal of Science, Strategic Management and Technology

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ISSN: 3108-1762 (Online)
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ANALYSIS AND DESIGN OF A G+3 REINFORCED CONCRETERESIDENTIAL BUILDING

AUTHORS:
Eslavath Nandini
Keloth Arun Nayak
Kusuma Balaji
Beesu Saikumar
Mentor
V.Kavitha
Affiliation
Department of Civil Engineering, Siddhartha Institute of Technology And Science Engineering
CC BY 4.0 License:
This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Abstract

The rapid growth of urban infrastructure has increased the demand for safe and economical multi-storey residential buildings. This mini project focuses on the analysis and design of a G+3 reinforced concrete residential building using STAAD.Pro software in accordance with Indian Standard codes. The structure is modeled as a three-dimensional frame, and loads such as dead load, live load, and seismic load are considered as per IS 875 and IS 1893 provisions.The building components including slabs, beams, columns, staircases, and footings are analyzed and designed using the limit state method. STAAD.Pro is used to obtain bending moments, shear forces, axial forces, and deflections. Manual calculations are also carried out for selected elements to verify the accuracy of software results. The study demonstrates the effectiveness of STAAD.Pro in structural analysis and design while ensuring safety, stability, and serviceability of the structure. Staad Pro has a very interactive user interface which allows the users to draw the frame and input the load values and dimensions. Then according to the specified criteria assigned it analyses the structure and designs the members with reinforcement details for RCC frames. We continued with our work with some more multi-storeyed 2-D and 3-D frames under various load combinations. Our final work was the proper analysis and design of a multistorey G + 3 residential building

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Nandini, E., Nayak, K. A., Balaji, K. & Saikumar, B. (2026). Analysis and Design of A G+3 Reinforced Concreteresidential Building. International Journal of Science, Strategic Management and Technology, 02(03). https://doi.org/10.55041/ijsmt.v2i3.363

Nandini, Eslavath, et al.. "Analysis and Design of A G+3 Reinforced Concreteresidential Building." International Journal of Science, Strategic Management and Technology, vol. 02, no. 03, 2026, pp. . doi:https://doi.org/10.55041/ijsmt.v2i3.363.

Nandini, Eslavath,Keloth Nayak,Kusuma Balaji, and Beesu Saikumar. "Analysis and Design of A G+3 Reinforced Concreteresidential Building." International Journal of Science, Strategic Management and Technology 02, no. 03 (2026). https://doi.org/https://doi.org/10.55041/ijsmt.v2i3.363.

References
[1] Bureau of Indian Standards, IS 456:2000 – Plain and Reinforced Concrete – Code of Practice, New Delhi, India, 2000.

[2] Bureau of Indian Standards, IS 875 (Part 1):1987 – Dead Loads on Buildings and Structures, New Delhi, India, 1987.

[3] Bureau of Indian Standards, IS 875 (Part 2):1987 – Imposed Loads on Buildings and Structures, New Delhi, India, 1987.

[4] Bureau of Indian Standards, IS 875 (Part 5):1987 – Load Combinations, New Delhi, India, 1987.

[5] Bureau of Indian Standards, IS 1893 (Part 1):2016 – Criteria for Earthquake Resistant Design of Structures, New Delhi, India, 2016.

[6] Bureau of Indian Standards, IS 13920:2016 – Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces, New Delhi, India, 2016.

[7] S. Ramamrutham, Design of Reinforced Concrete Structures, New Delhi, India: Dhanpat Rai Publishing Company, 2012.

[8] B. C. Punmia, A. K. Jain, and A. K. Jain, Reinforced Concrete Structures, New Delhi, India: Laxmi Publications, 2009.

[9] P. C. Varghese, Advanced Reinforced Concrete Design, New Delhi, India: Prentice Hall of India, 2005.

[10] M. L. Gambhir, Concrete Technology: Theory and Practice, 5th ed., New Delhi, India: McGraw Hill Education, 2013.
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✓ All ethical standards met
This article has undergone plagiarism screening and double-blind peer review. Editorial policies have been followed. Authors retain copyright under CC BY-NC 4.0 license. The research complies with ethical standards and institutional guidelines.
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