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001324
2025-01-13

Vilstalhalle in Vilsbiburg, Germany

The Vilstalhalle in Vilsbiburg, built in 1978, is undergoing extensive renovation. The measures include renewing the roof cladding, adding stories to the building, and modernizing the ventilation and electrical systems. The thermal envelope of the building will also be upgraded to improve energy efficiency.
Extension of Vilstalhalle in Vilsbiburg | Timber structure | Steel structure | Steel beam | Model 005497
93x
Renovation and Extension of Sports Building

Das dreigeschossige Gebäude ist etwa 45 m lang und 35 m breit. Im Kellergeschoss befinden sich eine Kegelbahn, Umkleiden, ein Turnsaal und die Haustechnik. Das Erdgeschoss umfasst die Spielfläche der Turnhalle, Umkleiden und ein Restaurant, während die Tribünen im Obergeschoss untergebracht sind.

Das bestehende Satteldach bilden parallel angeordnete Leimholzbinder mit einer Traufhöhe von 100 cm und einer Firsthöhe von 200 cm. In den Bereichen der zwei Trennvorhänge sind sie als Doppelbinder mit einem um 22 cm niedrigeren Querschnitt angeordnet. Entgegen der Angaben in den statischen Berechnungen von 1978 haben die Regelbinder eine Breite von 18 cm statt 20 cm. Die Doppelbinder wurden in der geplanten Breite von 16 cm eingebaut. In jedem zweiten Feld zwischen den Bindern befinden sich Lichtkuppelbänder.

Im Rahmen der Sanierung wird eine Aufstockung über dem Erdgeschoss realisiert, die im 1. Obergeschoss zusätzliche Turn- und Krafträume sowie Nasszellen schafft. Dafür werden die bestehenden Wohnungen von Wirts- und Hausmeisterbereich abgerissen. Die Tragstruktur im Bereich des Restaurants und des zukünftigen Foyers wird ebenfalls zurück gebaut.

Die Tragwerksplanung für die Aufstockung hat der Dlubal-Kunde BBI INGENIEURE GMBH erstellt. Dafür wurde das Statikprogramm RFEM verwendet.

Location Vilsbiburg Vilstalhalle
Brückenstrasse 15 1/2
84137 Vilsbiburg
Germany
Investor
City of Vilsbiburg
Architects
Arc Architects Partnership mbB
Structural Design
BBI INGENIEURE GMBH

Project Specifications

Model Data

Number of Nodes 141
Number of Lines 194
Number of Members 194
Number of Load Cases 5
Number of Load Combinations 31
Number of Result Combinations 3
Total Weight 23,911 t
Dimensions (Metric) 17.163 x 24.112 x 7.012 m
Dimensions (Imperial) 56.31 x 79.11 x 23.01 feet
Program Version 5.34.01

Do you have any questions?

Videos
Models to Download
Knowledge Base Articles
Basic Shapes of Membrane Structures [1]
This paper is focused on the specific aspects of designing membrane structures that have specific requirements, such as form-finding and cutting pattern generation. An integral part of the design of these structures is the process of finding suitable prestressed shapes and generating cutting patterns. The text briefly describes two basic processes in the design of membrane structures. The physical principles are explained and the individual theses illustrated by examples.
KB 001879 | Influence of Bending Stiffness of Cables
This article describes and explains the influence of bending stiffness of cables on their internal forces. Furthermore, the text provides information on how this influence can be reduced.
KB 001848 | Timber Column Design as per 2018 NDS Standard in RFEM 6
Using the Timber Design add-on, timber column design is possible according to the 2018 NDS standard ASD method. Accurately calculating timber member compressive capacity and adjustment factors is important for safety considerations and design. The following article will verify the maximum critical buckling strength calculated by the Timber Design add-on using step-by-step analytical equations as per the NDS 2018 standard including the compressive adjustment factors, adjusted compressive design value, and final design ratio.
RWIND 2 is a program for generating wind loads based on CFD (Computational Fluid Dynamics). The wind flow numerical simulation is generated around any building, including irregular or unique geometry types, to determine the wind loads on surfaces and members. RWIND 2 can be integrated with RFEM/RSTAB for the structural analysis and design or as a stand-alone application.
Screenshots
Product Features
Feature 002423 | Displaying Results in Solids

The results of solid stresses can be displayed as colored 3D points in the finite elements.

Improved Calculation Performance by Optimized Consideration of Nodal Degrees of Freedom in RFEM

The number of degrees of freedom in a node is no longer a global calculation parameter in RFEM (6 degrees of freedom for each mesh node in 3D models, 7 degrees of freedom for the warping torsion analysis). Thus, each node is generally considered with a different number of degrees of freedom, which leads to a variable number of equations in the calculation.

This modification speeds up the calculation, especially for models where a significant reduction of the system could be achieved (for example, trusses and membrane structures).

Extended Display of Surface Strains

Display extended strains of members, surfaces, and solids (for example, the important principal strains, equivalent total strains, and so on) in the Project Navigator - Results in RFEM as well as in Table 4.0.

For example, you can display governing plastic strains when performing the plastic design of connections with surface elements.

Export RFEM or RSTAB Models to *.glb or *.glTF Format

RFEM and RSTAB models can be saved as 3D glTF models (*.glb and *.glTF formats). View the models in 3D in detail with a 3D viewer from Google or Babylon. Take your VR glasses, such as Oculus, to "walk" through the structure.

You can integrate the 3D glTF models into your own websites using JavaScript according to the instructions (as on the Dlubal website Models to Download): "Easily display interactive 3D models on the web & in AR" .

Frequently Asked Questions (FAQ)

Where can I find the update reports for RFEM 5, RSTAB 8, SHAPE-THIN, SHAPE-MASSIVE, RX-TIMBER, CRANEWAY, PLATE-BUCKLING, COMPOSITE-BEAM?

For my NVIDIA graphics card, I need to select between a driver from the "Production Branch" and a "New Feature Branch." Which driver is best suited for RFEM/RSTAB?
Is it possible to quickly evaluate whether the mesh used is fine enough?
Why do the min/max values of the total displacement not match the deformations when working with result combinations?

Why do I get an error message about invalid material when defining timber surfaces?
Does RFEM 5 include a surface contact?
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