Analysis and Design of Prestressed Concrete Girder
Vishal U. Misal1, N. G. Gore2, P. J. Salunke3
1Mr. Vishal U. Misal, (M.E. student) Civil Engg. Dept., M.G.M‟s. College of Engineering & Tech., Kamothe, Navi Mumbai, India.
2Prof. N. G. Gore, (Guide) Civil Engg. Dept., M.G.M‟s. College of Engineering & Tech., Kamothe, Navi Mumbai, India.
3Prof. P. J. Salunke, (Guide) Civil Engg. Dept., M.G.M‟s. College of Engineering & Tech., Kamothe, Navi Mumbai, India.
Manuscript received on January 05, 2014. | Revised Manuscript Received on January 16, 2014. | Manuscript published on January 20, 2014. | PP: 14-17 | Volume-2, Issue-2, January 2014. | Retrieval Number: B0387012214/2014©BEIESP
Open Access | Ethics and Policies | Cite
© The Authors. Published By: Blue Eyes Intelligence Engineering & Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: In this present study, cost analysis and design of prestressed concrete girder is presented. The aim and objective can be summarized as to analyze and design the concrete girder under a IRC class 70 R loading. To formulate the entire problem for a couple of span under the loading mentioned above to obtain shear force and bending moment at regular intervals along the beam. To use the software STAAD PRO for the analysis and design of prestressed concrete girders. Before using the software for analysis it will be validated by comparing its results with the corresponding classical theory result. To carry out the parametric analysis for prestressed concrete I girder and box girder. To calculate the quantities of concrete and steel required as per the analysis and design carried out for the girders and to carry out the comparative study for the same.
Keywords: Box girder, Deck slab, I girder, Prestressed concrete.