Analysis and Design of Prestressed Concrete Girder
Vishal U. Misal1, N. G. Gore2, P. J. Salunke3
1Mr. Vishal U. Misal, (M.E. student), Department of Civil Engineering, M.G.M’s College of Engineering & Technology, Kamothe, Navi Mumbai, India.
2Prof. N. G. Gore, (Guide), Department of Civil Engineering, M.G.M’s College of Engineering & Technology, Kamothe, Navi Mumbai, India
Manuscript received on July 19, 2014. | Revised Manuscript received on July 20, 2014. | Manuscript published on July 25, 2014. | PP:29-31 | Volume-2 Issue-9, July 2014. | Retrieval Number: I0791072914/2014©BEIESP
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© The Authors. Published By: Blue Eyes Intelligence Engineering and 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 and reinforced 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 reinforced concrete 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: Reinforced concrete girder, Deck slab, I girder, Prestressed concrete.