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    Freeway D47, Section 8

    Opava, Czech Republic

    Main features used in Freeway D47, Section 8
    • Construction stage analysis with composite action
    • Wet concrete load & mobile formwork simulation
    • Steel box girder design as per Eurocode
    Project Information
    Owner
    -
    General Contractor
    -
    Architect
    -
    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
    Location
    Opava, Czech Republic
    Used Product
    MIDAS CIVIL
    • Result
    • Drawing/Report
    • Panorama

    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.

    Project Contact
    Engineering Consultant
    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
    https://www.shp.eu
    Email
    shp@shp.eu