115
Category 3: Industrial Buildings and Plants
3
Owner
Ostroj Ltd.
Architect
Ing. arch. P. Gottwald
General Contractor
Femont Ltd.
Engineering Office
Atelier P.H.A. Ltd.
Construction Period 2014
Building geometry and structural system
: The design for the
foundations uses raked Franki piles. The main load bearing structure
consists of double wing steel frames with a span of 17.0 m and a 10.0 m
eave height. Truss columns are anchored into foundation pads. The
secondary structure consists of roof beams and stability beams with
diagonal cross bracings. The contractor required four 25 t cranes.
Design process
: The training module was calculated in the
SCIA Engineer program and exported to the Tekla program with Module
SCIA 2 Tekla. The designer used this perfect combination of programs
for design and fabrication of steel constructions. For fast feedback, the
designer used a 3D export from Tekla to the browser.
Conclusion
: The whole structure was calculated using a complete
3D-model. In this way the total influence of all external loads could be
considered and the global stability calculated, with the accompanying
deformations, as well as the details of connections. The designer made
use of programs for collaboration between contractor, designer and
different software.
Industrial Hall - Opava, Czech Republic
SE
Contact
Hana Gattermayerova
Address Gabčíkova 15
182 00 Prague, Czech Republic
Website
Atelier P.H.A.
was founded in 1990. It deals with design tasks,
preparation and implementation of investment projects and engineering
activities and is an expert in the field of construction and real estate
investments. Participation in expert opinions on the condition and
measures taken on load-bearing structures in industrial sector, high-rise
apartment buildings, apartment building regeneration, expert opinions on
the impact of emergency situations like fires and flooding on load-bearing
structures, building passports during reconstruction etc.
Atelier P.H.A.
