Design of Two - Lane Pretensioned PSC Girder bridge

Nirav Vaniya

SD4011

The problem statement involves designing and detailing a 24m span Pretensioned PSC Girder Bridge with a carriageway of 7.5m having a Deck Slab of 240mm RCC M-45 supported by 3 Longitudinal T-Girders prestressed.

Report Content

Problem Statement

DL Calculations & STAAD Modelling

Live Load & Analysis

Wind & Braking Loads

Seismic Calculations

Load Combinations & Pier Cap Analysis

Pier & Pier Cap Design

Foundation & Deck Slab Design

Prestress Losses Calculations & Cable Profile

Shear & Torsion Checks with Reinforcement Details