The model shows a sports hall with a supporting structure based on a cantilevered timber structure that uses glued-laminated timber (glulam) as the main material. The structure combines filigree timber elements with a pavilion-like character, optimizing both its aesthetic and functional qualities. The visualization highlights precise connections and clear spatial structures that are typical for this innovative structure. MARX KRONTAL PARTNER is the responsible structural design company, which adds additional expertise and reliability to the project.
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Cantilever Timber Hall
No Download Possible
Customer Project / View Only
| Number of Nodes | 711 |
| Number of Members | 1331 |
| Number of Load Cases | 16 |
| Number of Result Combinations | 21 |
| Total Weight | 71.813 t |
| Dimensions (Metric) | 44.940 x 23.700 x 7.250 m |
| Dimensions (Imperial) | 147.44 x 77.76 x 23.79 feet |
| Program Version | 8.29.01 |
Duration: 00:00:57 min
Knowledge Base
Duration: 00:01:24 min
Knowledge Base
Duration: 00:00:55 min
Duration: 00:00:41 min
Duration: 00:00:55 min
Duration: 00:00:49 min
Duration: 00:00:52 min
Duration: 00:49:22 min
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Duration: 00:02:51 min
The Steel Design add-on in RFEM 6 now offers the ability to perform seismic design according to AISC 341-16 and AISC 341-22. Five types of seismic force-resisting systems (SFRS) are currently available.
The three types of moment frames (Ordinary, Intermediate, Special) are available in the Steel Design add-on of RFEM 6. The seismic design result according to AISC 341-16 is categorized into two sections: member requirements and connection requirements.
Moment frame design according to AISC 341-16 is now possible in the Steel Design add-on of RFEM 6. The seismic design result is categorized into two sections: member requirements and connection requirements. This article covers the required strength of the connection. An example comparison of the results between RFEM and the AISC Seismic Design Manual is presented.
The design of an Ordinary Concentrically Braced Frame (OCBF) and a Special Concentrically Braced Frame (SCBF) can be carried out in the Steel Design add-on of RFEM 6. The seismic design result according to AISC 341-16 and 341-22 is categorized into two sections: Member Requirements and Connection Requirements.
In RFEM 6, there is a hierarchical control between load transfer surfaces and floors in the building model. This means that you can also create walls from load transfer surfaces to take into account curtain walls, for example.
Want to automatically consider steel joint stiffness in your global RFEM model? Utilize the Steel Joints add-on!
Activate joint-structure interaction in the stiffness analysis of your steel joints. Hinges with springs are then automatically generated in the global model and included in subsequent calculations.
When generating shear walls and deep beams, you can assign not only surfaces and cells, but also members.
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
How do I include the overstrength factor(s) Ωo in the ASCE 7 load combinations?
How do I include the redundancy factor(s) ρ in the ASCE 7 load combinations?
In the Steel Joints add-on, I get high utilization ratios for preloaded bolts in the tension design. Where do these high utilization ratios come from and how can I evaluate the load-bearing reserves of the bolt?
How can treating a connection as fully rigid result in an uneconomical design?
Is it possible to consider shear panels and rotational restraints in the global calculation?
How can I determine the sufficient total simulation time for an accurate transient wind analysis in RWIND?
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