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Structural model of a steel part for customer project 001189 | Lookout tower in Schömberg
Structural Design:
Ingenieurbüro Braun GmbH & Co. KG
www.braun-ing.de
Structural Design:
Ingenieurbüro Braun GmbH & Co. KG
www.braun-ing.de
Steel Part of Connection
No Download Possible
Customer Project / View Only
| Number of Nodes | 558 |
| Number of Lines | 399 |
| Number of Members | 40 |
| Number of Surfaces | 153 |
| Number of Load Cases | 4 |
| Number of Load Combinations | 2 |
| Total Weight | 0.418 tons |
| Dimensions (Metric) | 0.470 x 0.858 x 1.613 m |
| Dimensions (Imperial) | 1.54 x 2.81 x 5.29 feet |
| Program Version | 5.24.01 |
Length: 02:50:31 min
Length: 00:01:05 min
Length: 00:00:54 min
Length: 00:07:02 min
Knowledge Base
Length: 00:00:46 min
Length: 00:01:14 min
Length: 00:21:04 min
Length: 02:48:58 min
Length: 00:00:16 min
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The RF‑/STEEL EC3 add-on module can perform the design of fillet welds for all parametric, welded cross-sections of the cross-section library. For this, the option must be activated in the detail settings of the module. As an alternative, you can also use a surface model for the design.
When optimizing cross-sections in the add-on modules, you can also select arbitrarily defined cross-section favorites lists - in addition to the cross-sections from the same cross-section series as the original cross-section.
In RFEM and RSTAB, you can analyze members with a variable cross-section, which can also consist of freely defined SHAPE-THIN cross-sections. The cross-section properties are interpolated in order to determine the internal forces and deformations.
Designing rigid end plate connections is difficult for four-row connection geometries and multi-axis bending stresses, because there are no official design methods.
- 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.
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 display some results of all load cases in the printout report, but other results of selected load cases only?
Where do I find the setting to specify the entered structural component as a "wall" or "slab"?
How can I consider holes in steel members?
Is it possible to set user-defined values when viewing solid stress results?
How can I model a weld, for example, as a fillet weld?
How can I additionally model welds for the connection of two surfaces with a contact solid?
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