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.
Terrace Covering
Model to Download
Description
Download the model of a terrace covering here and open it with the finite element program RFEM.
This model was used for FAQ 4590, among others.
Keywords
Terrace covering Steel structure
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- Views 282x
- Downloads 48x
- Updated 01/05/2021
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Knowledge Base Articles
Setting Wind Direction in Wind Generator
The ‘Set Wind on Side’ option was added to the wind load generator in RFEM 5 and RSTAB 8. Thus, it is now possible to quickly specify the wind direction by using the input window.
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Product Features Articles
Camera Fly Mode
With the view option Camera Fly Mode, you can fly through your RFEM and RSTAB structure. Control the direction and speed of the flight with your keyboard. Additionally, you can save the flight through your structure as a video.
Frequently Asked Questions (FAQ)
- For which countries can I use the snow load generator in RFEM / RSTAB?
- Which load direction should I selected for members and surfaces in the case of a wind load?
- How can I perform the design of the tension resistance of a smooth column in a smooth bucket column base, i.e. the design against pulling out of the column?
- How can I create a twisted beam in RFEM?
- In the RF‑/STEEL EC3 add-on module, I obtain an extremely high design ratio for a member in the case of "Biaxial bending, shear and axial force." Although the axial force is relatively high, the design ratio seems to be unrealistic. What is the reason?
- For which programs is the STEEL Warping Torsion add-on module available?
- I have just noticed that the STEEL EC3 add-on module also calculates with γM0 = 1.0 when designing a tension member, although it should actually be γM2 = 1.25. How can I perform the design correctly?
- I design a cross-section created in the SHAPE‑THIN program by using the RF‑STEEL EC3 add-on module, but the program shows the error message "ER006 Invalid type of c/t-part for cross-section of type General." What can I do?
- Is it possible to design intermittent welds in the CRANEWAY add-on module?
- For a buckling analysis, FE‑BUCKLING determines the governing shear stress of τ = 7.45 kN/cm², while RF‑/STEEL gives the result of the maximum shear stress of τ = 8.20 kN/cm². Where does this difference come from?
