1. The document describes the design of a 50m span prestressed balanced cantilever bridge using MIDAS Civil software for finite element analysis.
2. The bridge consists of 6 precast prestressed I-girders connected to a cast-in-situ box girder using stitch concrete. Primary and secondary moments, shear forces, and torsion values were determined at various locations along the bridge using finite element analysis.
3. Design of the superstructure was performed according to IRC standards, including analysis of loadings, prestressing principles and modeling, and design of the post-tensioned box girder and I-girders. Bending moments at critical sections were calculated and checked against