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Design and Analysis of High-Rise Building using ETAB’S

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International Research Journal of Engineering and Technology (IRJET)

e-ISSN: 2395-0056

Volume: 12 Issue: 10 | Oct 2025

p-ISSN: 2395-0072

www.irjet.net

Design and Analysis of High-Rise Building using ETAB’S Rajashekar A Hiremath1, Shradha Hiremath2 1Post graduate student, Department of Civil Engineering, SGBIT College, Belagavi, Karnataka, India 2Assistant Professor, Department of Civil Engineering, SGBIT College, Karnataka, India

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Abstract - The rapid growth of urbanization has increased

determining these combinations. By analysing load combinations, designers can assess the most critical conditions and design the structure for maximum safety and performance.

the demand for high-rise buildings, highlighting the importance of structural design and analysis. This project focuses on the design and analysis of a multi-storey high-rise building using ETABS software to ensure safety, serviceability, and cost-effectiveness while complying with IS codes. A structural model is developed with realistic dimensions, materials, and loading conditions, including dead, live, wind, and seismic loads. Key parameters such as displacement, bending moment, shear force, and axial load are evaluated. Emphasis is placed on seismic performance, with results confirming compliance, stability, and efficiency, demonstrating ETABS as an effective tool

2. LITERATURE REVIEW 1.Jenita Kuriakose, et al. (2023): The report says that a comprehensive design and analysis of a high-rise building utilizing ETABS software, with a particular emphasis on the effects of wind load. The phenomenon of rapid urbanization in cities such as Mumbai has resulted in a scarcity of available space, thereby rendering vertical construction viable solutions. ETAB’S facilitates the efficient modelling, designing, and analysis of structures subjected to both static and dynamic loads in accordance with Indian Standard (IS) codes. The methodology employed involves the preparation of architectural plans using AutoCAD, followed by their importation into ETAB’S, the modelling of structural components, the assignment of various loads, and the analysis of structural performance. The proposed building is designed using M40 concrete and Fe600 steel, considering dead, live, wind, and seismic loads. Wind loads are checked according to IS 875 (Part 3). The analysis results indicate that displacements and story shear increase with ascending wind speeds, particularly impacting the upper stories of the structure.

Key Words: Bending moment, Shear force, Axial load, Displacement, Response Spectrum

1. INTRODUCTION The increasing need for urban space has led to the emergence of tall structures, making the design and study of high-rise buildings a vital feature of modern construction. These structures need to be safe, cost-effective, and able to support a variety of loads, such as earthquake, wind, dead, and living loads. A popular program for structural modelling and design, ETABS (Extended Three-Dimensional Analysis of Building Systems) provides precise analysis of multi-story buildings in real-world scenarios. In this project, ETABS is used to model and analyse a high-rise structure. Shear walls, beams, columns, and slabs are among the structural elements that are developed in accordance with applicable codes. The study shows how well ETABS works in high-rise building design while ensuring that the structure satisfies stability, strength, and serviceability requirements.

2.Wakale Yogesh Namdev, et al. (2022): The study says that the study uses ETAB’S to analyses and design a G+26-story office building with an emphasis on wind and seismic load performance. Structural modelling, analysis, and member design were done with ETAB’S, foundation design was done with CSI SAFE, and reinforcement detailing was generated with CSI Detail. The design took into account earthquakes, wind, dead, and live loads in accordance with IS regulations, namely IS 1893, IS 875, IS 456, IS 13920, and IS 16700. The project location has a zone factor of 0.16 and is in seismic zone III. RC moment-resisting frames, robust diaphragms, and economically optimal column sizing were all included in the modelling. Torsion, base reactions, displacement, and tale drift were among the main findings. Story drift, displacement, torsion, and base reactions were among the main outcomes, all of which were below acceptable code bounds. Under seismic loading, displacement rose from the first to the top story.

1.1 LOADS AND LOAD COMBINATIONS Loads are the external forces or actions applied to a structure that cause stress, deformation, or displacement. These include dead loads (permanent/static loads like selfweight), live loads (temporary or movable loads such as people or furniture), wind loads, earthquake loads, and snow loads. Each type of load affects the structure differently and must be considered during design. Load combinations are sets of various loads applied together to simulate real-life conditions. They help engineers ensure that the structure remains safe and stable under multiple loading scenarios. Codes such as IS 456 and IS 875 provide guidelines for

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3.B.Vamsi Krishna, et al. (2020): This study uses ETAB’S software to analyze, optimize, and design shear walls in

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