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A COMPARATIVE DESIGN OF REINFORCED CONCRETE SOLID SLAB BRIDGE FOR DIFFERENT SPANS

G Krishna, G Ramakrishna, Dr M Kameswara Rao

8-14

Vol. 1, Jan-Jun, 2015

Date of Submission: 2014-12-27 Date of Acceptance: 2015-01-14 Date of Publication: 2015-01-22

Abstract

A Bridge is a structure to be constructed where canal crossing the main road. Bridge is playing important role for traffic flow without interference from canal crossing and to improve the road safety. The design of Bridge should follow the standard design practices mentioned in the IRC and IS codes. Solid Slab bridges are horizontal beams supported at each end by substructure units and can be either simply supported when the beams only connect across a single span, or continuous when the beams are connected across two or more spans. When there are multiple spans, the intermediate supports are known as piers. The earliest beam bridges were simple logs that sat across streams and similar simple structures. In modern times, beam bridges can range from small, wooden beams to large, steel boxes. The vertical force on the bridge becomes a shear and flexural load on the beam which is transferred down its length to the substructures on either side they are typically made of steel, concrete or wood. Beam bridge spans rarely exceed 250 feet (76 m) long, as the flexural stresses increase proportional to the square of the length (and deflection increases proportional to the 4th power of the length). However, the main span of the Rio-Niteroi Bridge, a box girder bridge, is 300 metres (980 ft).

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