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![[FR] CP 001178 | Marie Curie School’s Timber and Steel Structures Preliminary Design in Fontoy, F...](/-/media/Images/netgenium/thumbnails/2/9/6/4/5/2964550/2964550.png?la=en-US&mw=348&mlid=FCDA24F16FEA4C37B9C54EC1BE1CC0F0&hash=76CCBDE267D875F6EB15A8EBCC36BEF5CCACDAAF)
New
Determination of equivalent loads in RFEM and RSTAB
With RF-/DYNAM Pro Equivalent Loads, it is possible to perform an equivalent load calculation using the multimodal response spectrum method. In the example shown here, this was done for a multi‑mass oscillator.
![Vertical Soil Stress under Corner Point of Uniform Rectangle Load [2]](/-/media/Images/website/img/000001-010000/009601-009700/009675.png?la=en-US&mlid=AEBCAC28C25A4A2F93F419D5DA4345C3&hash=FCBCB6855E60021AD52D69E883CC664E5B66672B)
New
Structural Analysis Models for Download
Download numerous structural models (for example, RFEM, RSTAB, or RWIND files) to utilize them for training purposes or for your projects.
- I get the following message when starting all installed Dlubal programs (also when running as administrator): "The application was unable to start correctly (0xc0150002)." What can I do?
- The calculation of a file runs smoothly for my colleagues, but I get the message "Calculation stopped" for the same file. What should I do?
- When starting the Dlubal Software programs, the error message "Server is busy" appears. My colleagues do not experience this problem. I have already tried to reinstall. What should I do?
- What is the difference between the dongle drivers of CRANEWAY and RFEM or RSTAB?
- In my model, some surfaces are displayed in gray, while others are displayed in white without a gray filling. The "solid transparent" display type is selected for the graphics. How can all surfaces be displayed in gray?
- Is it possible to use a smooth region in the result from contact stress?
- After calculating the cross -section data, an ellipse is displayed in the cross -section. In addition to the coordinate system, you can see broad lines above the x- and y-axis. Which representations are we talking about here? How can I deactivate it?
- How can I get the member end forces to design the connections?
- I cannot manage to correctly import the cross-section from a dxf file into the SHAPE‑THIN program, the imported cross-section is in a wrong plane. What can I do?
- I would like to calculate and design "temporary structures." What do I need for this?
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PLATE-BUCKLING 8.xx - Stand-Alone
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