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International Journal of Science, Strategic Management and Technology

An International, Peer-Reviewed, Open Access Scholarly Journal Indexed in recognized academic databases · DOI via Crossref The journal adheres to established scholarly publishing, peer-review, and research ethics guidelines set by the UGC

ISSN: 3108-1762 (Online)
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FINITE ELEMENT–BASED STRUCTURAL ANALYSIS AND DESIGN OPTIMIZATION OF AN RCC SUSPENSION BRIDGE DECK USING STAAD.PRO

AUTHORS:
G Harshini
Ch Madhu
K Uday Kiran
K Manasa
Mentor
V Kavitha
Affiliation
Associate Professor, B.TECH, Department of Civil  Engineering, Siddhartha Institute of Technology And Science Engineering (Autonomous)
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

Bridges are vital components of transportation infrastructure, ensuring safe and efficient movement of vehicles and pedestrians across obstacles such as rivers, valleys, and roadways. This project presents the comprehensive analysis and design of a Reinforced Cement Concrete (RCC) bridge using STAAD.Pro in accordance with Indian Roads Congress specifications and relevant Indian Standard codes. Both 2D and 3D models of the RCC T-beam bridge were developed to evaluate structural behavior under various loading conditions including dead load, live load, impact load, and wind load as per IRC 6-2000 and IS 456:2000 provisions. Vehicle load classifications such as IRC Class A, Class AA, and 70R were considered to determine critical bending moments and shear forces. The structural components including deck slab, longitudinal girders, cross girders, columns, and substructure elements were analyzed for permissible stresses and deflections. Foundation design was carried out using STAAD Foundation by considering various footing alternatives such as pile foundations and raft foundations based on soil conditions and bearing capacity. The comparison between 2D and 3D analysis results indicates minimal variation, validating the reliability of simplified analytical approaches for standard loading conditions. The study demonstrates that finite element–based software significantly improves accuracy, efficiency, and optimization in bridge design while ensuring structural safety, serviceability, and durability.

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Harshini, G., Madhu, C., Kiran, K. U. & Manasa, K. (2026). Finite Element–Based Structural Analysis and Design Optimization of an Rcc Suspension Bridge Deck using Staad.Pro. International Journal of Science, Strategic Management and Technology, 02(03). https://doi.org/10.55041/ijsmt.v2i3.127

Harshini, G, et al.. "Finite Element–Based Structural Analysis and Design Optimization of an Rcc Suspension Bridge Deck using Staad.Pro." International Journal of Science, Strategic Management and Technology, vol. 02, no. 03, 2026, pp. . doi:https://doi.org/10.55041/ijsmt.v2i3.127.

Harshini, G,Ch Madhu,K Kiran, and K Manasa. "Finite Element–Based Structural Analysis and Design Optimization of an Rcc Suspension Bridge Deck using Staad.Pro." International Journal of Science, Strategic Management and Technology 02, no. 03 (2026). https://doi.org/https://doi.org/10.55041/ijsmt.v2i3.127.

References
1.Indian Roads Congress (2000). IRC: 6 – Standard Specifications and Code of Practice for Road Bridges, Section II – Loads and Stresses.

2.Indian Roads Congress (2000). IRC: 21 – Standard Specifications and Code of Practice for Road Bridges, Section III – Cement Concrete (Plain and Reinforced).

3.Bureau of Indian Standards (2000). IS 456: Plain and Reinforced Concrete – Code of Practice.

4.Indian Roads Congress (2011). IRC: 112 – Code of Practice for Concrete Road Bridges.

5.Directorate of Bridges & Structures (2004). Code of Practice for the Design of Substructures and Foundations of Bridges

6.IS 1893 (Part 1): 2016. Criteria for Earthquake Resistant Design of Structures

7.IS 875 (Part 3): 2015. Wind Loads on Buildings and Structures.

8.Ronghe, G.N., and Gatfane, Y.M. (2005). Analysis and Design of Bridge by Push Back System

9.N.K. Paul and S. Shah (2011). Improvement of Load Carrying Capacity of RCC T-Beam Bridge

10.R. Shreedhar (2012). Analysis of T-Beam Bridge using FEM.
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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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