Would you like to sign out?
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