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In this studio, initially I have explored the parametric forms for arch bridges and after that started to work upon my problem statement of analysis and design a bridge with 60m EJ to EJ and Total CW of 16m (4 Lane) Bow String Arch Bridge as Super Structure. Super Structure, Sub Structure, and Foundation are analyzed for all the necessary loads on the respective component of Bridge as per IRC 6 and designed as per IRC 112,IRC 24 and IRC 78.