• Arti Chaurasiya
• Anjali Rai

This project compares the use of steel plate girders and prestressed concrete girders in urban locations. PSC Girders and Steel Plate Girders have been utilised over piers and abutments in India for a very long period. There are some issues with PSC Girder, including as its extremely high self weight, which makes it challenging to launch and cast at the location. There are some issues with PSC Girder, including as its extremely high self weight, which makes it challenging to launch and cast at the location. In PSC Girder, there is a higher likelihood of operational issues; accidents frequently happen. To solve these issues It has been suggested to compare the superstructure of PSC and steel girders. The study comprises the design of PSC and Steel Plate Girders for a 30 m span. The analysis is performed using the CSI BRIDGE programme. Calculations of the bending moment, shear force, axial force, longitudinal displacement, vertical displacement, and deflection are all part of the study. For both girders, the aforementioned estimated characteristics are compared. The most advantageous alternative from the two listed above will be chosen as the subject of this study.

CSI Bridge, Prestressed Concrete Girder, Steel Plate Girder, Vertical, Displacement

"Comparative Study of Prestressed Concrete Girder and Steel Plate Girder of Integral Abutment Bridge", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 10, page no.e558-e561, October-2023, Available :http://www.jetir.org/papers/JETIR2310381.pdf

"Comparative Study of Prestressed Concrete Girder and Steel Plate Girder of Integral Abutment Bridge", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 10, page no. ppe558-e561, October-2023, Available at : http://www.jetir.org/papers/JETIR2310381.pdf