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Edelweiss Industrial Park Workshop in Münchwilen, Switzerland
Structural Engineering (Timber) and Fire Protection
Josef Kolb AG
Edelweiss Industrial Park Workshop
No Download Possible
Customer Project / View Only
| Number of Nodes | 265 |
| Number of Lines | 434 |
| Number of Members | 313 |
| Number of Surfaces | 36 |
| Number of Solids | 0 |
| Number of Load Cases | 5 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 5 |
| Total Weight | 119.504 tons |
| Dimensions (Metric) | 98,663 x 12,400 x 27,650 m |
| Dimensions (Imperial) | 323.7 x 40.68 x 90.72 feet |
Product Feature
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General
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When calculating regular structures, data input is often not complicated but time-consuming. Input automation can save valuable time. The task described in the present article is to consider the stories of a house as single construction stages. Data is entered using a C# program so that the user does not have to enter the elements of the individual floors manually.
Consideration of p-δ Second-Order Effects in RFEM 6 and RSTAB 9
This article shows you the internal forces and displacements of a continuous beam calculated both with and without consideration of shear stiffness.
In RFEM 6 it is possible to save selected objects (as well as whole structures) as blocks and reuse them in other models. Three types of blocks can be distinguished: non-parameterized, parameterized, and dynamic blocks (via JavaScript). This article will focus on the first block type (non-parameterized).
In the "Deflection and Design Support" tab under "Edit Member", the members can be clearly segmented using optimized input windows. Depending on the supports, the deformation limits for cantilever beams or single-span beams are used automatically.
By defining the design support in the corresponding direction at the member start, member end, and intermediate nodes, the program automatically recognizes the segments and segment lengths to which the allowable deformation is related. It also automatically detects whether it is a beam or a cantilever due to the defined design supports. The manual assignment, as in the previous versions (RFEM 5), is no longer necessary.
The "User-Defined Lengths" option allows you to modify the reference lengths in the table. The corresponding segment length is always used by default. If the reference length deviates from the segment length (for example, in the case of curved members), it can be adjusted.
In the Concrete Design add-on for RFEM 6, you can perform the fire design of reinforced concrete slabs and walls according to the simplified table method (EN 1992‑1‑2, Section 5.4.2 and Tables 5.8 and 5.9).
In the Concrete Design add-on, you have the option to define an existing vertically oriented punching shear reinforcement. This is then taken into account in the punching shear design.
In RFEM, the oriented strand board (OSB) material is available for the USA and Canada. The material parameters are taken from the "Panel Design Specification manual".
How can I generate an area load on members via cells in RFEM 6 or RSTAB 9?
How can I connect surfaces to other surfaces or members in a hinged/semi-rigid way?
What are Line Hinges and Line Releases?
What are Line Hinges and Line Releases?
How can I efficiently define line hinges on several surfaces?
How do I create an imperfection based on a mode shape in RFEM 6?
Why does the eHORA map of Austria give different snow loads than your Geo-Zone tool?
Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
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