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ANALYSIS AND DESIGN OF RCC BRIDGE BY USING STAADPRO

AUTHORS:
Kolichalam Vijay
Madarapu Pavan Kalyan
Marapogu Sanjay Babu
Sundulla Rajesh
Mentor
Dr.P.Rohit
Affiliation
Department of Civil Engineering, Siddhartha Institute of Technology And Science Engineering
DOI: 10.55041/ijsmt.v2i3.360
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.
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Abstract

Bridges play a vital role in modern transportation systems, and reinforced cement concrete (RCC) bridges are widely used due to their strength, durability, and cost effectiveness. This project deals with the analysis and design of an RCC bridge using STAAD Pro software in accordance with Indian Roads Congress (IRC) specifications. The study considers various types of loads such as dead load, live load, impact load, wind load, and seismic load as per IRC: 6–2010 and IS 456–2000 provisions. A three-dimensional finite element model of the RCC bridge is developed in STAAD Pro, and structural components such as deck slab, beams, columns, piers, and foundations are analyzed. Vehicle loadings including IRC Class A and IRC Class AA are applied to evaluate critical bending moments, shear forces, stresses, and deflections. The design of structural elements is carried out based on the obtained results, ensuring safety, strength, stability, and serviceability requirements. The outcomes from software analysis are compared with theoretical understanding, demonstrating the reliability, accuracy, and efficiency of STAAD Pro in bridge design. This study provides a systematic and practical approach for the analysis and design of RCC bridges under standard loading conditions.

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PUBLICATION DETAILS
Review Type:
Double-Blind Peer Review
License:
CC BY-NC 4.0
Volume/Issue:
Volume 02, Issue 03
Review Rounds:
2
Article Type:
Research Article
Publication Date:
Mar 28 2026
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Vijay, K., Kalyan, M. P., Babu, M. S. & Rajesh, S. (2026). Analysis and Design of RCC Bridge by using Staadpro. International Journal of Science, Strategic Management and Technology, 02(03). https://doi.org/10.55041/ijsmt.v2i3.360

Vijay, Kolichalam, et al.. "Analysis and Design of RCC Bridge by using Staadpro." International Journal of Science, Strategic Management and Technology, vol. 02, no. 03, 2026, pp. . doi:https://doi.org/10.55041/ijsmt.v2i3.360.

Vijay, Kolichalam,Madarapu Kalyan,Marapogu Babu, and Sundulla Rajesh. "Analysis and Design of RCC Bridge by using Staadpro." International Journal of Science, Strategic Management and Technology 02, no. 03 (2026). https://doi.org/https://doi.org/10.55041/ijsmt.v2i3.360.

References
1.IRC: 6–2010, Standard Specifications and Code of Practice for Road Bridges – Section II: Loads and Stresses, Indian Roads Congress, New Delhi.

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

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

4.IS 1893 (Part 1)–2016, Criteria for Earthquake Resistant Design of Structures, Bureau of Indian Standards.

5.IRC: 112–2011, Code of Practice for Concrete Road Bridges, Indian Roads Congress.

6.Directorate of Bridges & Structures (2004), Code of Practice for the Design of Substructures and Foundations of Bridges, Indian Railway Standard.

7.K. Paul and S. Shah (2011), “Improvement of Load Carrying Capacity of RCC T-Beam Bridge Longitudinal Girder,” World Academy of Science, Engineering and Technology.

8.Shreedhar and Spurti Namadapur (2012), “Analysis of T-Beam Bridge using FEM,” International Journal of Engineering and Innovative Technology.

9.Amit Saxena and Dr. Savita Maru (2013), “Comparative Study of T-Beam Girder and Box Girder Superstructure,” IJEIT.

10.Mahesh Pokhrel (2013), “Comparative Study of RCC T-Girder Bridge with Different Codes,” M.Tech Thesis.

 
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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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