Project Applications

Freeway D47, Section 8

Main features used in this application Construction stage analysis with composite action Wet concrete load & mobile formwork simulation Steel box girder design as per Eurocode

Description on this project

The twin bridge, with a total length of 402m and spans from 49.7 to 102.6m, has a deck
formed by box girders assembled from steel sections and a composite deck slab. The girder is
supported by a single support in the bridge axis, and it is fixed in torsion at the abutments.
The steel structure was erected in a progressive cantilever from one abutment to another.

 

  • Fig. midas Civil Analysis Results for the Freeway D47, Section 8

Project Contact Strasky, Husty and Partners
  • Address

    Sumavska 524/31, 602 00 Brno, Czech Republic

  • Introduction

    It assists clients in the design and construction of a wide range of bridge and motorway structures, from pedestrian bridges to multi-lane long-span structures, and unique or special designs for landmark structures. Their experience includes cable-suspension and cable-stayed bridges, precast and cast-in-place segmental concrete and arch bridges.

  • Website

    www.shp.eu

  • Email

    shp@shp.eu

Location

Opava, Czech Republic

Engineering Consultant

Strasky, Husty and Partners

Construction Period

Completed in 2007

Type of Project

Steel Composite Girder Bridge

Size of Structure

102m Main Span, 402m Total Length