Copyright © 2025 Authors retain the copyright of this article. This article is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

@article{158401,
        author = {MD.GAFOOR  and K.ABHILASH},
        title = {COMPREHENSIVE DESIGN EXAMPLE FOR PRESTRESSED CONCRETE (PSC) GIRDER SUPER STRUCTURE BRIDGE WITH COMMENTARY},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {9},
        number = {9},
        pages = {610-612},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=158401},
        abstract = {A study of I-girder with same cross-section, same number of support and same number of intermediate diaphragm with support configurations is done. Commercial available software STAAD PRO has been used to carry out linear analysis of these I-girder bridges. Grillage method of analysis has been used to analyse the bridges. The linear analysis has been carried out for the dead load (self-weight) and live load of Indian Road Congress (IRC) class 70R LOADING, CLASS A TWO LANE AND CLASS A FOUR LANE for
eccentricity loading as per IRC is done. The paper presents a parametric study for deflection, bending and shear for different support configuration. The benefit of pre-stressing is reflected in significant decrease in longitudinal bending moment and transverse moment and longitudinal stresses.},
        keywords = {},
        month = {},
        }