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Khambhata Manan Bhaskarbhai

SD4005

R.C.C. 3-span Continuous I-girder Bridge with Wall-type

The project for this studio was a flyover located in Bhuj with 8.5 m carriageway width. The superstrucutre was a 3-span continuous I-girder with 25 m. span each. Substructure consists of Pier-cap and Wall-type pier alongwith pile foundation. The bridge is designed for various stages of construction alongwith various type of loading such as gravity load, Vehicular load, Seismic load and Wind load as per the guidelines given in the IRC 112:2020, IRC 6:2016 and IRC 5:2015


Report Content

Basic Projectt data and Grillage formation

Effective width calculation for STAAD

Load application and result extraction from STAAD

Flexure, Shear and Torsion design of I-girder

SLS check and Girder detailing

Deck design and Diaphragm design

Pier-cap design and Pier analysis

Pier design

Pile analysis and design

Pile-cap design and detailing