Plate Poisson's Ratio not Equal to 0
Number of Nodes | 4 |
Number of Lines | 4 |
Number of Members | 0 |
Number of Surfaces | 1 |
Number of Solids | 0 |
Number of Load Cases | 4 |
Number of Load Combinations | 0 |
Number of Result Combinations | 0 |
Total Weight | 0.079 tons |
Dimensions (Metric) | 10,000 x 0,000 x 10,000 m |
Dimensions (Imperial) | 32.81 x 0 x 32.81 feet |
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
![Building Overview (KB1866)](/en/webimage/046746/3676167/KB1866_image01_en_Model.png?mw=512&hash=18feed6e03b6c09c60d7e29dc96041d95c24997b)
![Reduction of Building to Cantilever Structure The individual mass points represent stories. The deflection due to the normal compression forces shown in (a) is (b) converted into equivalent moments of displacement or shear forces (KB1867)](/en/webimage/046751/3675982/KB1867_image01_building_replacement_system_as_cantilever.png?mw=512&hash=2810652c31c299316a7e4564086f5e5f9b5889b2)
![Modal Analysis of Masses from Load Case](/en/webimage/031338/3309253/1_en.png?mw=512&hash=fd421b3f2c85d04e163841c3e5995f948391dd20)
![Activating the Modal Analysis Add-on and Selecting the Design Standard](/en/webimage/031494/3312974/1_EN.png?mw=512&hash=0cb20064fea2605fa0436c92cc8f377eb2cbb465)
![Feature 002671 | Seismic Design of Reinforced Concrete Members According to EC 8](/en/webimage/043980/3609964/43980.png?mw=512&hash=6b308b2caaa2cf5340fbd88a9ea7eb2e201e6890)
The Concrete Design add-on allows you to perform the seismic design of reinforced concrete members according to EC 8. This includes, among other things, the following functionalities:
- Seismic design configurations
- Differentiation of the ductility classes DCL, DCM, DCH
- Option to transfer the behavior factor from a dynamic analysis
- Check of the limit value for the behavior factor
- Capacity design checks of "Strong column - weak beam"
- Detailing and particular rules for curvature ductility factor
- Detailing and particular rules for local ductility
![Feature 002830 | Timber Materials According to American Standard ANSI/AWC NDS‑2024](/en/webimage/050941/3955385/2024-06-28_9-24-31.png?mw=512&hash=5c5e7570b000cecb312e3f2c977caa97d8cd3604)
The material library of RFEM and RSTAB includes the timber materials according to the American standard ANSI/AWC NDS‑2024.
![Feature 002796 | Console with Python Option](/en/webimage/050930/3925245/1.png?mw=512&hash=9d7f6c198b6d4ae6ee8f2fa8bca75f85579e14c9)
In addition to JavaScript, the Python high-level functions are also available in the console. Using the Python option, the console also provides you with the Python HLF functions known from the WebService function catalog for further use in the object properties dialog box for in-app scripting.
![Feature 002827 | Stresses Within Members](/en/webimage/050679/3922742/50679.png?mw=512&hash=89c2586ec7139690a213073aaa5a3e314c7ed023)
Get a better understanding of the stress distribution within member cross-sections by using clipping planes.