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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 FLAT SLAB SYSTEM FOR A RESIDENTIAL BUILDING USING STAAD PRO

AUTHORS:
Bontha Shiva Manikanta
T Shiva Kumar
Angani Mounika
Vadlakonda Abhiram
Mentor
P Sri Vidya
Affiliation
Department of Civil Engineering, Siddhartha Institute of Technology And Science Engineering (Autonomous), Narapally(V), Ghatkesar(M) ,Medchal(D)
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

Conventional reinforced concrete buildings generally consist of slabs supported by beams and columns. However, flat slab systems eliminate beams and directly transfer loads from slabs to columns, resulting in architectural flexibility, reduced storey height, simplified formwork, and faster construction. This project focuses on the analysis and design of a flat slab system for a residential building using STAAD Pro software in accordance with IS 456:2000 provisions. The flat slab structure is modeled and analyzed by considering dead load, live load, floor finishes, and relevant load combinations. Structural components such as flat slab with drop panels, ring beams, columns, footings, and staircase are designed based on results obtained from software analysis. Critical parameters such as bending moments, shear forces, punching shear stresses, deflections, and column interaction ratios are evaluated to ensure safety and serviceability. The flat slab is designed with drop panels and column heads to enhance punching shear resistance and improve load transfer efficiency at slab–column junctions. Reinforcement detailing is carried out using AutoCAD software in compliance with Indian Standard provisions.The results demonstrate that the flat slab system satisfies strength, stability, and serviceability requirements and can be effectively implemented in residential buildings. The study confirms that STAAD Pro is a reliable and efficient tool for analyzing and designing flat slab structures with accuracy and code compliance.

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Manikanta, B. S., Kumar, T. S., Mounika, A. & Abhiram, V. (2026). Analysis and Design of Flat Slab System for a Residential Building using Staad Pro. International Journal of Science, Strategic Management and Technology, 02(03). https://doi.org/10.55041/ijsmt.v2i3.362

Manikanta, Bontha, et al.. "Analysis and Design of Flat Slab System for a Residential Building using Staad Pro." International Journal of Science, Strategic Management and Technology, vol. 02, no. 03, 2026, pp. . doi:https://doi.org/10.55041/ijsmt.v2i3.362.

Manikanta, Bontha,T Kumar,Angani Mounika, and Vadlakonda Abhiram. "Analysis and Design of Flat Slab System for a Residential Building using Staad Pro." International Journal of Science, Strategic Management and Technology 02, no. 03 (2026). https://doi.org/https://doi.org/10.55041/ijsmt.v2i3.362.

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

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

3.IS 875 (Part 2):1987, Code of Practice for Design Loads (Imposed Loads), Bureau of Indian Standards, New Delhi.

4.SP 16:1980, Design Aids for Reinforced Concrete to IS 456, Bureau of Indian Standards.

5.C. Varghese, Limit State Design of Reinforced Concrete, PHI Learning.

6.C. Punmia, A.K. Jain, and A.K. Jain, Reinforced Concrete Structures, Laxmi Publications.

7.Krishna Raju, Advanced Reinforced Concrete Design, CBS Publishers.

8.L. Gambhir, Design of Reinforced Concrete Structures, PHI Learning.

9.J. Shah and S.R. Karve, Illustrated Reinforced Concrete Design, Structures Publications.

10.Ramamrutham, Design of Reinforced Concrete Structures, Dhanpat Rai Publishing.
Ethics and Compliance
✓ 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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