Paper Title
Analysis of Industrial Shed with Different Bracing Configurations Resting on Sloping Ground Under Wind Load
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Registration ID: IJNRD_324633
Published ID: IJNRD2605303
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Keywords
Industrial Shed; X-Bracing; K-Bracing; Inverted V-Bracing; Lateral Stability; Nodal Displacement; Axial Force; Bending Moment; STAAD-Pro
Abstract
Industrial sheds form the backbone of manufacturing, warehousing, processing units, and running large-scale utility operations. These buildings are usually lightweight and have a lot of space between them so that they can work as efficiently as possible. Because of their open designs and thin steel parts, industrial sheds are severely affected by lateral loads, especially wind Load. The present study examines the structural performance of an industrial steel shed situated on sloped terrain under wind loading, focusing on the efficiency of various bracing designs in enhancing lateral stability. Using STAAD-PRO Software, a three-dimensional analytical model of an industrial shed in MIDC, Nagpur is generated. Staad-Pro follows the rules set down in Indian Standards, such as IS 875 (Part 3): 2015 and IS 800:2007. The shed is 48 m long, 16.5 m wide, and 11 m tall, and it is tested at a basic wind speed of 44 m/s, considering the real-world impacts of sloping terrain. For the analysis, four models are created resting on sloping ground with different bracing configurations: unbraced model, model with X-Bracing, K-Bracing and Inverted V-Bracing. We used codal provisions to manually figure out the wind loads and then used those numbers in the analytical model. Nodal displacement, column forces, bending moments, and axial forces in members are all used to measure how well the structure worked. The findings demonstrate that the inclusion of bracing markedly improves the lateral stiffness of the structure in comparison to the unbraced model. X-bracing is better at controlling lateral displacement and column moments, which showed that it had the most stiffness and could efficiently transfer forces caused by wind through axial action. K-bracing showed a larger axial force distribution than other types of bracing, which means it was better at redistributing loads but made the force more concentrated in members. Inverted V-bracing demonstrated a balanced distribution of forces and a mild response from the structure. The comparison research revealed that X-bracing is the most effective option for enhancing the wind resistance of industrial sheds built on sloped terrain. The study reveals that choosing the right bracing is very important for making sure that structures are safe, usable, and stable when wind loads are present.
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How To Cite (APA)
Rahul S. Betawar & Prof. Priti G. Rana (May-2026). Analysis of Industrial Shed with Different Bracing Configurations Resting on Sloping Ground Under Wind Load. INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 11(5), d13-d18. https://ijnrd.org/papers/IJNRD2605303.pdf
Issue
Volume 11 Issue 5, May-2026
Pages : d13-d18
Other Publication Details
Paper Reg. ID: IJNRD_324633
Published Paper Id: IJNRD2605303
Research Area: Other area not in list
Author Type: Indian Author
Country: Chandrapur, Maharashtra, India
Published Paper PDF: https://ijnrd.org/papers/IJNRD2605303.pdf
Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD2605303
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