Design and Analysis of a Double-Stage Flyover Utilizing Various Girder Configurations with SAP2000

Volume: 10 | Issue: 01 | Year 2024 | Subscription
International Journal of Transportation Engineering and Traffic System
Received Date: 05/23/2024
Acceptance Date: 06/10/2024
Published On: 2024-06-12
First Page: 29
Last Page: 47

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By: Sable Vijaya Rohidas, Ranjane Sandhya Sanjay, Babar Rajat Ravindra, and Sushma S. Jadhav

1-3Student, Department of Civil Engineering, Shri Chhatrapati Shivajiraje College of Engineering, Dhangawadi, Tal-Bhor, dist-Pune, India
4Professor, Department of Civil Engineering, Savitribai Phule Pune University, Pune, India

Abstract

The primary objective of this project is to design and analyze a six-lane flyover using SAP2000. The
flyover spans 400 meters in length and has a width of 15 meters. The diameter of the piers is
approximately 2.5 meters, and the beams are designed with an I-section. The columns have a height of
4.2 meters. The flyover features a road width of 15 meters, including a 0.5-meter median. In the post-processing phase, after completing the design, the structure was examined and the bending moment and shear force values were analyzed. Additionally, the overall stability and performance under various
load conditions were evaluated, ensuring compliance with relevant design codes and standards. The
study also includes an assessment of material efficiency, construction feasibility, and cost-effectiveness.
Furthermore, different girder configurations were explored to optimize the structural integrity and
durability of the flyover. The project also involved a detailed seismic analysis to ensure the flyover’s
resilience to earthquakes, as well as a wind load analysis to evaluate the impact of aerodynamic forces.
The drainage and water runoff management systems were designed to prevent water accumulation and
enhance the longevity of the structure. Environmental impact assessments were conducted to minimize
the ecological footprint during construction and operation. Advanced construction techniques were
proposed to reduce the time and labor costs while maintaining high safety standards. The results from
SAP2000 simulations were validated through comparative analysis with theoretical calculations and
real-world case studies, demonstrating the reliability and robustness of the proposed design. This
project provides a comprehensive framework for the development of modern flyover structures,
contributing to improved traffic flow and urban infrastructure, while also addressing sustainability and
resilience in civil engineering design.

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Citation:

How to cite this article: Sable Vijaya Rohidas, Ranjane Sandhya Sanjay, Babar Rajat Ravindra, and Sushma S. Jadhav, Design and Analysis of a Double-Stage Flyover Utilizing Various Girder Configurations with SAP2000. International Journal of Transportation Engineering and Traffic System. 2024; 10(01): 29-47p.

How to cite this URL: Sable Vijaya Rohidas, Ranjane Sandhya Sanjay, Babar Rajat Ravindra, and Sushma S. Jadhav, Design and Analysis of a Double-Stage Flyover Utilizing Various Girder Configurations with SAP2000. International Journal of Transportation Engineering and Traffic System. 2024; 10(01): 29-47p. Available from:https://journalspub.com/publication/design-and-analysis-of-a-double-stage-flyover-utilizing-various-girder-configurations-with-sap2000/

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