Civil Engineering Association

SCI P180: Integral Steel Bridges - Design of a Single-span Bridge - Worked Example

This publication provides a Worked Example for the design of a single-span fully integral bridge, that utilises High Modulus Pile abutments and a composite plate girder deck. It has been based on the findings of studies undertaken on steel integral bridges and steel substructures by The Steel Construction Institute since 1993.
Calculations are provided for each design stage, together with a detailed commentary explaining the background to the methods employed and the parameters chosen. Computer-based numerical techniques have been used to enable full soil-structure interaction to be considered in the analysis. A design is proposed for a reinforced concrete capping beam to provide a full moment connection between the High Modulus Piles and the deck.

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