Bridge Across R1 - Projects Application

Main features used in this application Construction stage analysis with steel truss elements Moving load analysis

Description on this project

The bridge of the total length of 86m is formed by a self-anchored arch structure of span length
of 70.57m. The steel arch has a concrete box-section. The deck is formed by edge girders, floor
beams and concrete deck slabs.

Fig. midas Civil Analysis Model of Bridge Across R1
Fig. 3-step Construction Process and the Arch

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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