RSTAB - Structure Gallery - Dlubal Software

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Structural Analysis and Design Software

Steel Structures
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Updated:

01/31/2012

RSTAB - Structure Gallery

...full of impressive structures created by Dlubal customers!

1. G3 Shopping Resort in Gerasdorf, Austria

Statics and construction	ATP Architekten und Ingenieure www.atp.ag
Investor	HY Immobilien Ypsilon GmbH, Vienna, Austria (subsidiary of BAI Bauträger Austria Immobilien GmbH)
Notes	Several partial structures were calculated for the project. The following data belong to the part shown below.
Length	approx. 162 m
Width	approx. 157 m
Height	approx. 26 m
Nodes	1,024
Members	1,942
Materials	15
Cross-sections	311
Description	In Gerasdorf, a municipality in the north of Vienna, the G3 Shopping Resort is currently being built. It represents the largest construction project that has ever been announced for cross laminated timber, being the biggest construction site for timber in Europe. More than 8,000 m³ of cross laminated timber and approx. 3,500 m³ of glued-laminated beams were used for the construction work. Both the architecturally sophisticated design and the complex structural calculation are penned by the Austrian Dlubal customer ATP Architekten und Ingenieure from Vienna. The structural analysis was created under the leadership of Gustav Trefil. Additionally used add-on modules: TIMBER Pro, RSBUCK, KAPPA Download full article in pdf format...

2. Life and Science Park Carl-Alexander in Baesweiler

Statics and construction	Structural planning: IFS – Beratende Ingenieure im Bauwesen Prof. Feyerabend - Schüller Partnergesellschaft Hürth Planning and landscape architecture: DTP Davids, Terfrüchte + Partner Essen Planning and urban development: PASD Feldmeier - Wrede Architekten BDA - Stadplaner SRL Hagen
Investor	Town of Baesweiler, represented by Dipl.-Ing. Peter Strauch
Length	approx. 92 m
Width	approx. 54 m
Height	approx. 42 m
Nodes	292
Members	347
Materials	3
Cross-sections	35
Description	Baesweiler, a small German town near Aachen, decided to return to its citizens a burden dump that was used in the former mining industry but had been abandoned since 1975. Moreover, this project was meant to be the starting point for the development of a technology park. The result was an extraordinary construction challenge. The project was awarded the German Landscape Architecture Prize 2009. Download full article in pdf format...

3. RegioTram Station in Kassel

Statics and construction	Structural planning: osd – office for structural design Frankfurt am Main, Germany www.o-s-d.com Architect: Pahl + Weber-Pahl Architekten BDA Planungsgesellschaft mbH & Co. KG Darmstadt, Germany www.pahl-architekten.de Construction work: Grossmann Bau Rosenheim, Germany www.grossmann-bau.de
Investor	Kasseler Verkehrsgesellschaft AG www.kgv.de
Length	approx. 42 m
Width	approx. 23 m
Height	approx. 12 m
Nodes	326
Members	682
Materials	5
Cross-sections	15
Description	When the German RegioTram was connected to the central station in Kassel, a tunnel was built under the main station, and thus it became a junction of regional transport for the entire region. The RegioTram is a light rail system in Kassel and surroundings. The German Dlubal customer osd Ingenieure from Frankfurt am Main was in charge of the structural planning for the tram station. The roof finishes won the award of the Timber Construction Competition 2008 in Hessen, Germany. Download full article in pdf format...

4. Designing the superstructure for a railway bridge

Statics and construction	Radoslav Dimitrov Student of civil engineering at the Technical University in Dresden
Length	approx. 90 m
Width	approx. 16 m
Height	approx. 16 m
Nodes	1.318
Members	2.461
Materials	3
Cross-sections	22
Weight	824 t
Description	Radoslav Dimitrov who is studying at the TU Dresden in Germany used the framework program RSTAB to perform the structural analysis for a steel bridge. The structure of the arched bridge with a span length of 88.3 m was entered in RSTAB. Cross-sections previously modeled in the program SHAPE-THIN were used as well. Download full article in pdf format...

5. New building for biomass power plant

Statics and construction	Structural planning for steel and timber construction: Ingenieurbüro Georg Guter Uhlandring 22 D-88480 Stetten Georg.Guter@t-online.de Final planning, structural engineering and construction management: Ingenieurbüro Rudolf Baur Poststrasse 54 D-88489 Wain www.buerobaur.de Architect/Design: matteo thun Via appiani 9 I-20121 Milano www.matteothun.com Energy system planning: Gammel Engineering An den Sandwellen 114 D-93326 Abensberg www.gammel.de
Investor	Bio Kraftwerk Schilling GmbH Schillingstraße 22 D-88477 Schwendi www.schilling-holz.de
Length	36 m
Width	36 m
Height	24 m
Nodes	1,000
Members	2,000
Materials	4
Cross-sections	54
Weight	225 t
Description	One of the most modern power stations for energy production based on renewable resources can be found in Schwendi, Southern Germany. Following the design of the Milan architect Matteo Thun, an architecturally sophisticated framework consisting of reinforced concrete, steel and timber has been created. Due to the 3D calculation, the load bearing capacity of the different stiffening shear walls and stiffness conditions (outside balconies as wall, compression and tension rings in roof area, vertical and horizontal bracings as well as horizontal connection to the solid construction by using composite beams) could be determined close to reality. The framework was calculated according to the second-order analysis taking into account imperfections. In addition to RSTAB, further Dlubal modules were used: STEEL, RSIMP, LTB, FE-LTB, EL-PL, RSBUCK, TIMBER. Download full article in pdf format...

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