Innovative Box girder having Footpath at Bottom of Box girder by Cantilevering Soffit slab

Author:

Arun K. V. 1,Beena K. P. 2

Affiliation:

1. Assistant Executive Engineer, Public Works Department, Kerala, India Research Scholar, College of Engineering, Trivandrum, Kerala, India Contact:thanal06@gmail.com

2. Professor, College of Engineering, Trivandrum, Kerala ,India

Abstract

<p>Innovative structural forms for medium span bridges are a challenging effort for bridge design engineers especially in built-up area locations, where social impact plays a crucial role. Box girders are flexible forms compared to conventional ‘I’ girders, in the sense that they can have curved plan as well as varying shape of cross sections. Padaharam bridge at Alappuzha district of Kerala state is such a bridge planned, designed and under construction with superstructure having walkways/pedestrian way underneath cantilevering box girder. This ensued less land acquisition, environmental and social impact. In this paper, the planning, design, and construction of this bridge are introduced. The cross-sectional features of the box girder, the structural analysis of the superstructure and its constructional techniques are discussed in this paper.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference7 articles.

1. IRC: 112-2020, Code of Practice for Concrete Road Bridge.

2. IRC: 6-2017, Standard Specification and Code of Practice for Concrete Road Bridges, Section 2 -Loads and Load combination.

3. IRC: 5-2015, Standard Specification and Code of Practice for Concrete Road Bridges, Section 1- General feautures of design.

4. Abdullah Zaid and David Collings (2016). Transverse Assessment of a Concrete Box Girder Bridge. Proceeding of the Institution of Civil Engineers.

5. Wight, J.K., and G.J. Parra-Montesinos (2003). “Strut-and-Tie Model for Deep Beam Design: A Practical Exercise Using Appendix A of the 2002 ACI Building Code.” Concrete International 25.5

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