DESIGN OF RCC CONTINUOUS VOIDED SLAB BRIDGE

Sengar Mitulkumar Birsingh

SD4005

THE DESIGN OF RCC CONTINUOUS VOIDED SLAB WITH SUPPORTING CIRCULAR PIER AND OPEN FOUNDATION LOCATED IN BHUJ. THE DISTANCE BETWEEN BEARING-BEARING IS 30M.

Report Content

INTRODUCTION

GENERAL ARRANGEMENT DRAWINGS

GRILLAGE ANALYSIS

ANALYSIS RESULTS AND LOAD COMBINATION

DESIGN OF SUPERSTRUCTURE(FLEXURE, SHEAR AND TORSION)

CANTILEVER AND TRANSVERSE ANALYSIS AND SUPERSTRUCTURE DETAILING

LOAD CALCULATION AND DESIGN OF PIER CAP

LOAD CALCULATION AND DESIGN OF CIRCULAR PIER

LOAD CALCULATION AND DESIGN OF OPEN FOUNDATION

DETAILING OF SUBSTRUCTURE (PIER CAP, PIER AND FOOTING)