Authors : Saranya P.; Rakshitha S.

Volume/Issue : Volume 11 - 2026, Issue 4 - April

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Google Scholar : https://tinyurl.com/4498src2

Scribd : https://tinyurl.com/5e46w8bj

DOI : https://doi.org/10.38124/ijisrt/26apr2074

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Abstract : The Project focuses on the analysis and design of Reinforced concrete deck slab for a flyover bridge. The Deck slab is one of the most important structural components, responsible for directly carrying vehicular loads and transferring them safely to the supporting structural system. The flyover is of 3km length with 150 spans, 20m per span. The manual design of the Deck slab based on code such as IRC: 21-2000 and IS: 456-2000. Here the structural analysis is carried out by using STAAD Pro connection edition software.

Keywords : Deck Slab; Girder; Working Stress Method; Effective Width Method

References :

1. Krishnaraju, n.- . Design of bridges
2. T.r. Jagadeshm.a jayaram -   design of bridge structures
3. H r. Nikhade, “design of deck slab “c-c journal of engineering research and application vol.10 no..4 pp.1-7
4. Mg aswani,v.n. Vazirani,m.m ratwani  -  design of concrete bridges
5. Shaik zia ur rahman balakrishna.k, ramesh .m “ analysis and design of flyover bridge” ijprse-2020
6. Bharat jeswani, dilip budhlani  “analysis and design of bridge component using staad pro” ijcrt -2020