Sky Walk in Dolní Morava, Czech Republic

Customer Project

Structural Engineering TAROS-NOVA s.r.o.
Rožnov pod Radhoštěm
Czech Republic
www.taros-nova.cz
Architect Prof. Ing. arch. Zdeněk Fránek
Brno, Czech Republic
www.franekarchitects.cz
General Contractor TAROS-NOVA s.r.o.
Rožnov pod Radhoštěm
Czech Republic
www.taros-nova.cz
Investor Sněžník a.s.
Brno, Czech Republic

Length: ~ 180.5 ft | Width: ~ 184 ft | Height: ~ 206 ft | Weight: 408 t
Number of Nodes: 2,499 | Members: 6,248 | Cross-Sections: 78 | Materials: 8

A unique structure called Sky Walk has been built in Dolní Morava, Czech Republic, under the Králický Sněžník mountain at a height of 3,661.4 ft, and is unprecedented in Central Europe.

Sky Walk is a look‑out trail leading up to 192 ft above the surrounding hilly terrain level, being visible at a distance of several miles. The architectural design was created by the famous Czech architect Zdeněk Fránek. The Czech company TAROS‑NOVA s.r.o., a customer of Dlubal Software, was responsible for structural engineering and construction.

Structure

The entire timber and steel structure consists of several functional units. The Sky Walk trail leading in the clouds can be accessed on a 364 ft long pathway covered with spruce timber planks. The way up is about 2,461 ft with an elevation difference of 125 ft. The trail finishes with a 'droplet' attraction, which is cantilevered about 36 ft above the valley. The droplet includes a relaxing net stretched over the open space.

In addition to spectacular views of the entire Śnieżnik massif, adventure fans can enjoy adrenaline attractions such as a mesh sleeve connecting two different levels of a footbridge, or a unique 331 ft long slide made of stainless steel.

The key architectural elements of the Sky Walk are three towers erected at a height of approximately 190 ft, 164 ft, and 144 ft, which form the main supporting structure. The ground plan shape is an equilateral triangle with a side length of 32.8 ft. The towers are constructed at a distance of 98.4 ft from each other so they also form a triangular ground plan. The towers are anchored into single foundations by using 24 threaded bars, each with a diameter of 2 33/64 in.

The towers are wound around by the trail footbridge made of hot‑dip galvanized steel and covered with a spruce floor. The footbridge supporting structure mainly consists of a steel truss structure suspended or supported on towers. Timber supporting elements are made of larch glued-laminated timber GL24h. Standard connections and fastening elements are made of steel in accordance with the corresponding standards and have the strength of 8.8 and 10.9. All steel elements are made of the structural steel grade S355. System ties are made of the steel S460.

Analysis and Design

It was necessary to design the building with regard to the assembling requirements of the specific terrain and to the extreme loading that may occur in this area. Gale‑force wind can reach a speed of up to 124.3 mph. Moreover, the structure is heavily exposed to ice loads. For structural and dynamic analysis of the structure, a detailed 3D model created in the structural FEA software RFEM was utilized.

In spite of the complex project and construction, the company TAROS‑NOVA s.r.o. succeeded to realize the structure in a short term of 9 months.

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RFEM Main Program
RFEM 5.xx

Main Program

Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements