New Courtyard of René-Cassin College in Éloyes, France
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Number of Nodes | 372 |
Number of Lines | 601 |
Number of Members | 601 |
Number of Load Cases | 16 |
Number of Load Combinations | 32 |
Number of Result Combinations | 8 |
Total Weight | 15.069 tons |
Dimensions (Metric) | 34.581 x 34.940 x 5.878 m |
Dimensions (Imperial) | 113.45 x 114.63 x 19.28 feet |
Program Version | 5.23.02 |
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 relatively large or relatively small surfaces, it can happen that the automatically created result values do not fit the model: In the case of large surfaces, there can be too many result values; in the case of small surfaces, too few.
The same structures are often needed in several projects, such as the purlin with columns and braces in this example. The dimensions can be changed directly in RFEM or RSTAB by shifting the nodes.
In this article, the calculation of a timber panel wall with the beam panel thickness type is compared with a manual calculation.
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.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
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