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Rubner Objektbau GmbH built a modern timber residential complex in Brescia, Italy, consisting of four complexes with a total of 72 residential units. This project marks the first timber project for the Lombardian residential construction institute A.L.E.R. Dlubal Software's customer Rubner Holzbau AG from Brixen was responsible for the structural analysis.
The architectural design was created by the Milan-based architects 5+1AA S.R.L. (Genoa branch). The model is based on residential complex B in RFEM and includes innovative laminate and sandwich structures.
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Modern Residential Complex in Brescia
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| Number of Nodes | 921 |
| Number of Lines | 1351 |
| Number of Members | 210 |
| Number of Surfaces | 103 |
| Number of Load Cases | 12 |
| Number of Load Combinations | 18 |
| Number of Result Combinations | 2 |
| Total Weight | 158,563 t |
| Dimensions (Metric) | 15.712 x 19.712 x 12.421 m |
| Dimensions (Imperial) | 51.55 x 64.67 x 40.75 feet |
| Program Version | 5.02.00 |
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In this article, the design of a timber panel wall with the beam panel thickness type is performed.
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This article provides a comprehensive overview of essential seismic analysis methods, explaining their principles and applications, as well as the scenarios in which they are most effective
Fire design according to Chapter 16 of the NDS [1] for wood members and surfaces is available in the Timber Design add-on. This article shows how the charring of wood and reduced cross-sectional dimensions can be accounted for in the fire design with an example from AWC Technical Report No. 10 [2].
Validating CFD simulations with experimental data enhances accuracy by comparing simulation outcomes with real-world conditions. This process identifies discrepancies, allowing adjustments to enhance model reliability. Ultimately, it builds confidence in the simulation's ability to predict wind load scenarios.
In RFEM 6, there is an option of a hierarchical control between the load transfer surfaces and floors in Building Model. This also allows you to create walls made of load transfer surfaces in order to consider curtain walls in the facade, for example.
In the material library of RFEM, you can find plywood materials according to the US and Canadian standards ANSI/APA PRG 510 Plywood (USA/CAN).
For the fire resistance design of timber surfaces, you can display a charring diagram depending on the time of fire exposure.
It is also possible to print this charring diagram into the printout report.
When generating shear walls and deep beams, you can assign not only surfaces and cells, but also members.
How can I determine the sufficient total simulation time for an accurate transient wind analysis in RWIND?
Do I need to add a line hinge/line release for the CLT wall-to-floor connection in the Building Model add-on?
How can I add counteracting dead loads (0.9*D) in NBC load combinations?
How can I perform member design by case for different settings in the design configuration?
How can I exclude the dead load in NBC load combinations when performing a deflection check?
What is the conservatism factor for CLT in Timber Design?
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