Methodology for Calculating a Slab of a Bridge Web of Reinforced Tensile Concrete with Free Boundary Conditions
SaidxonSalixanov
SaidkhonSalixanov*, Ph.D., Associate Professor Tashkent institute of railway transport engineers, Republic of Uzbekistan
Manuscript received on November 13, 2019. | Revised Manuscript received on 25 November, 2019. | Manuscript published on December 10, 2019. | PP: 800-802 | Volume-9 Issue-2, December 2019. | Retrieval Number: B6893129219/2019©BEIESP | DOI: 10.35940/ijitee.B6893.129219
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© The Authors. 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 given work is designed methods of the calculation liberally lying plate of the bridge from use of stressing concrete . Herewith voltages is determined on upper galley proof of the concrete , on lower galley proof of the concrete and in armature.
Keywords: Concrete, Beams, Bridges, Slabs, Structures, Edges, Fittings, Tension.
Scope of the Article: Concrete Structures