.svg?mw=64&hash=343d71fbdf234f1411db2920f2dff33c0dbd6231)
Production and administration building in Dunningen, Germany
Structural Design:
Isenmann Ingenieur GmbH
www.isenmann-ingenieure.de
Halls with Steel Trusses
No Download Possible
Customer Project / View Only
| Number of Nodes | 2298 |
| Number of Lines | 3602 |
| Number of Members | 3387 |
| Number of Surfaces | 23 |
| Total Weight | 1312.611 tons |
| Dimensions (Metric) | 92.355 x 50.065 x 12.382 m |
| Dimensions (Imperial) | 303 x 164.26 x 40.62 feet |
| Program Version | 5.25.01 |
Customer Project
Length: 00:00:20 min
Customer Project
Length: 00:00:30 min
Length: 00:00:55 min
Length: 00:00:40 min
Length: 03:03:00 min
Length: 00:00:06 min
Knowledge Base
Length: 00:01:04 min
Rolled sections, the most common cross‑section type in RFEM and RSTAB, can also have user‑defined parameters. To do this, select the cross‑section to be modified in the cross‑section library and click the [Parametric Input...] button.
In RFEM 5 as well as RSTAB 8 in RF-/FOUNDATION Pro, you can save the foundation dimensions for all five foundation types as foundation templates in a user-defined database and use them later in other models.
In RF-/FOUNDATION Pro, the foundation design requires the definition of the corresponding loading (load cases, load combinations, or result combinations) for different design situations (STR, GEO, UPL, or EQU).
In RF-/STEEL EC3, sets of members are calculated according to the General Method (EN 1993-1-1, Cl. 6.3.4) together with the stability analysis. To do this, it is necessary to determine the correct support conditions for the equivalent structure with four degrees of freedom. In most 3D models today, you can quickly lose track of the location of a set of members in the system.
The material database in RFEM, RSTAB and SHAPE-THIN contains steels according to the Australian standard AS/NZS 4600:2005.
- Numerous component types, such as base and end plates, web angles, fin plates, gusset plates, stiffeners, tapers, or ribs for easy input of typical connection situations
- Universally applicable basic components (such as plates, welds, bolts, auxiliary planes) for modeling complex connection situations
- Graphical display of the connection geometry with dynamic updating during the input
- Wide range of cross-section shapes: I-sections, U-sections, angles, T-sections, hollow sections, built-up cross-sections and thin-walled sections
- Library in the Dlubal Center with a large number of program-side template connections, including user-defined templates
- Automatic adaptation of the connection geometry based on the relative arrangement of the components to each other – even in case of subsequent editing of the structural components
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.
How do I apply wind load on members of open structures in RFEM 5?
I do not want to design a cross-section in the RF‑/STEEL EC3 add-on module. Can I quickly remove this cross-section from the selection?
I have a roof structure resting on a steel column that runs to the foundations. The column runs through a perimeter wall that supports the false ceiling. A considerable part of the load from the roof is transferred to the wall. I want the steel column to carry all the vertical loads from the roof. How can I do it?
Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
How can I display membrane stresses in the results of RF‑STEEL Surfaces?
What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
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