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@article{172121,
        author = {Mahesh Biru Karade and Prof. A. Z. Patel and Dr. Prof. D. D. Date},
        title = {Design And Mechanical Analysis of Main Steel ISMB 600 Beam in Box Girder Formwork},
        journal = {International Journal of Innovative Research in Technology},
        year = {2025},
        volume = {11},
        number = {8},
        pages = {2155-2163},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=172121},
        abstract = {The intention of this report is to provide the Design and Mechanical analysis of the main steel I Beam of a formwork solution by Alsina Multiform decking + AR shoring + Vistaform slab system for concrete box girder to project six lane extra dosed cable stay bridge over river ganga, Patna by L&T infrastructure engineering limited. In this Project, Gantry solution has been used along with AR shoring, Multiform, Vistaform, Props Vertical Supports which are standard Alsina systems. Gantry Solution has been used worldwide where support for formwork cannot be taken from the ground. A definitive space needs to be kept for traffic. In this Report we focus on Mechanical analysis of main steel I Beam only. Various parameters will be verified, like Deflection, Shear Force, Bending Moment, Compressive Stress, Tensile Stress, Resistance Verification of steel components. It is verified that all structural elements of the molds support with assurance the considered loads in this study, based on India Standard, European and Spanish constructive regulations. This report only analysis the static states verification of ISMB 600, verification of other items, assembly method and procedure of the formwork system will not be included in this report.},
        keywords = {Main steel I Beam, Gantry Solution, Formwork, L&T, Cable Stay Bridge, Mechanical Analysis.},
        month = {January},
        }