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www.sblumer.com_LI.jpg?mw=926&hash=e50d0cc91252ffc695b5da19814cd506464fb0b9)
The CIMU - ILE DE SEGUIN is part of the cultural center "La Seine Musicale" on an island in the river Seine (Ile de Seguin) in Boulogne-Billancourt, a suburb of Paris. The CIMU houses a concert hall that can seat up to 1,150 people. The round facade is clad with glass on the outside.
A photovoltaic sail moves around the CIMU, following the course of the sun. Dlubal customer sblumer ZT GmbH from Austria provided the timber engineering and design. The structural frame and truss analysis software RSTAB was used for the structural analysis.
sblumer ZT GmbH, Austria
www.sblumer.com
A photovoltaic sail moves around the CIMU, following the course of the sun. Dlubal customer sblumer ZT GmbH from Austria provided the timber engineering and design. The structural frame and truss analysis software RSTAB was used for the structural analysis.
sblumer ZT GmbH, Austria
www.sblumer.com
Dome Structure Made of Glued-Laminated Timber
No Download Possible
Customer Project / View Only
| Number of Nodes | 24848 |
| Number of Members | 35018 |
| Number of Load Cases | 1 |
| Total Weight | 653.538 tons |
| Dimensions (Metric) | 56.507 x 62.947 x 28.097 m |
| Dimensions (Imperial) | 185.39 x 206.52 x 92.18 feet |
| Program Version | 8.18.01 |
Length: 03:03:00 min
Length: 02:50:31 min
Length: 00:00:34 min
Knowledge Base
Length: 00:00:56 min
General
Length: 00:02:32 min
Knowledge Base
Length: 00:00:58 min
Length: 00:00:34 min
Knowledge Base
Length: 00:00:23 min
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).
You can make various settings in order to achieve a clearly‑arranged display of the result values. For example, some users may not want the white background in text bubbles. You can adjust the background in "Display Properties" using the Transparent and Background color option.
For a frame trussed from below, compression members are to be modelled perpendicular to the inclined beam. The member length and the intersection with the horizontal beam are defined.
- 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 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".
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.
What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
How can I display the internal forces in the global coordinate system and not in the principal coordinate system of the cross-section?
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"?
I would like to convert the load from a surface load to a line load; that is, to apply it to the individual beams. How can I do this without using an auxiliary area?
Is it possible to transfer properties, such as the cross-section, or the surface thickness as well as the material of a surface, of an existing element to a new element?
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