In June 2024, the pavilion of the CITES Rescue Center opened in the Tábor Zoo (Czech Republic) to provide sanctuary for wild animals rescued from abuse in private ownership.
Carl Stahl supplied the general architect, AI-ABM s.r.o., with a structural design solution for the project using our RFEM 6 software together with the Form-Finding and Steel Design add-ons.
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Structure of Pavilion in Tábor Zoo
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Customer Project / View Only
| Number of Nodes | 167 |
| Number of Lines | 229 |
| Number of Members | 198 |
| Number of Surfaces | 45 |
| Number of Solids | 0 |
| Number of Load Cases | 11 |
| Number of Load Combinations | 29 |
| Number of Result Combinations | 0 |
| Total Weight | 19.879 tons |
| Dimensions (Metric) | 34,665 x 12,279 x 41,582 m |
| Dimensions (Imperial) | 113.73 x 40.29 x 136.42 feet |
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Utilizing the Steel Design Add-on, steel design is possible according to the AISC 360-22 standard. The following article will compare the result output when calculating lateral torsional buckling according to Chapter F vs. an Eigenvalue Analysis.
This article explores the importance of considering joint-structure interaction in modeling and design and how to do it in RFEM 6.
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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
The weld stresses between surfaces can be determined using the Stress-Strain Analysis add-on in RFEM 6. Furthermore, the stress limit determined according to the applicable standard can be input to determine the stress ratio of the weld. This article focuses on the fillet weld design according to AISC 360-22 [1] with two examples from AISC Volume 1: Design Examples [2].
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.
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
The "Base Plate" component allows you to design base plate connections with cast-in anchors. In this case, plates, welds, anchorages, and steel-concrete interaction are analyzed.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
How do I define effective lengths when designing steel members in RFEM 6?
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?
A steel joint in my model is non-designable. How can I get more information to find the cause?
I am calculating a column that is restrained at the base, held in the head in the X-direction, and can buckle in the Y-direction. I have set the effective lengths using nodal supports. In the design, the values of the effective lengths for the calculation are both the same L_ (cr, z) = L_ (cr, y) = 2.41 m. What am I doing wrong?
What is the Function of Chained Analysis Diagram?
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