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NL FR EN DE CZ | October 2007 |
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Corporate News: The Nemetschek Engineering Group | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
In August 2007 Nemetschek AG and the minority shareholders of SCIA agreed on a share exchange: SCIA is now a 100% Nemetschek company, and the former SCIA shareholders are now holding shares in Nemetschek AG (listed on Frankfurt stock market DE0006452907). In Nemetschek the engineering companies are assembled under an umbrella structure, named Nemetschek Engineering Group. The participating companies are: Nemetschek Technology (author of Allplan), Nemetschek Engineering Precast (author of Allplan Precast), Friedrich & Lochner (CAE software), Glaser (ISB CAD) and SCIA Group International. The product portfolio covers solutions for engineering analysis & design, CAD modelling, precast automation and steel fabrication. The Engineering Group has 190 employees, distributed over 12 offices in 8 countries. The consolidated revenue is approximately 25 million EURO, forming the worldwide largest software company for engineering in construction, and representing 25% of the total revenue of Nemetschek AG. The Nemetschek Engineering Group is mainly active in Europe but also in the Middle East and through partners in some countries in Asia. Its challenge is to expand worldwide by bringing state-of-the-art solutions, both integrated in the Building Information Modelling technological concept and well independent high valued products to address specific market needs. The individual companies of the Engineering Group have open standard links to the main software products outside the Group, not enforcing their clients to be bound to Nemetschek solutions only. At the same time a maximum synergy is pursued to achieve breakthrough information technologies, from design to fabrication. The SCIA management has the responsibility to tune the divisions of the Nemetschek Engineering Group. This new challenge is taken up with gratitude and careful attention to the requests of the ten thousands of the Nemetschek Engineering Group clients. |
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Analysis-integration by using SCIA•ESA PT and Autodesk® Revit® Structure | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Brussels reveals its polar station | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
It is a unique enterprise... The polar base, Princess Elisabeth, which has been on exhibition and accessible to the general public in the port station 'Tour & Taxis' in Brussels, is a unique construction with regard to durable development. |
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The Winning Project: Primary steel structure – Metro station Strizkov - Prague (CZ) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
EXCON, a.s. started 1990 as a design studio focusing on structural analysis and dynamics of steel structures. Its initial development related to the boom in the telecommunication sector. In 1995, the company extended its business activities by engineering and contracting activities. At the end of 2002, they acquired a facility in 'Hradec Králové' producing steel structures (former ZVU Chemie, today EXCON Steel, a.s.). 2003, EXCON, a.s. entered the market as a residential developer and continues to look for new business opportunities. About the project The new underground station 'Strizkov' in Prague is a very special structure of a high esthetical level. It is the first station of about 50 Prague 'fully glassed-in' metro stations. The hall structure is about 160 m long, 42 m wide and 20 m high. The weight of the structure is about 950 ton. The roof structure is suspended on the main arches by two systems of prestrained bars. The first system of short bars has an important static function. Special springs for reducing the tension (with a press capacity of 180 kN) were used in a second system of long bars. The roof structure consists of horizontal arches, middle beams, trusses and purlins. The geometry of all parts was extremely challenging with regard to design, manufacturing and erection, as most edges are circumflex. Static analysis The 3D linear module of ESA-Prima Win (Nexis) was used for the first step of the internal forces calculation. For the structure design more than 20 load cases and more than 700 combinations were considered. The structural model has more than 800 nodes and 1000 members and includes 40 different profiles. For extreme combinations internal forces were calculated by the software’s nonlinear module (prestressed rods without press). Extreme internal forces (results of linear and nonlinear calculations) were used for the detailed profile design and are of a welded box type category 4 by EN 1993 (with local buckling for compression members or compression flanges of bent members). SCIA software was also used for calculating the buckling lengths of the members during the stability design. We invite you to read the complete story with all technical details in the SCIA User Contest book 2007 at page 108 and 109. You can still order a hard copy of this book.
Other nominated projects in the Category 4 'CAE Buildings':
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Predefined shapes in SCIA•ESA PT | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
You deal with shells in SCIA•ESA PT and it is not always entirely clear for you how to input them? In the version 2007.1 a solution is presented! In the previous versions, the user disposed of his self-defined templates. Bearing this in mind a number of frequently occurring shells have been created. During the installation, these projects are placed in the folder of 2007.1. You can find the directory under 'Setup > Options > Directories'. (See picture 1) On which location in the program can you ask for these elements? If you go to the structure menu, you have from now on also the option Predefined shapes, with the following possibilities. (See picture 2) Suppose that the cone is selected, then a dialogue box appears in which the parameters of this element can be edited if desired. (See picture 3)
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SCIA Group nv - Industrieweg 1007 - B-3540 Herk-de-Stad Tel: +32 13 55 17 75 - Fax: +32 13 55 41 75 |
Copyright © 2007 - SCIA International is member of the Nemetschek Group |
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