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[DE] CP 001169 | Membrane Roof Structure on Banks of River Elbe in Dresden, Germany
Video
First Steps with RFEM
Description
Every summer, movie nights and other events take place on the banks of the Elbe in Dresden. The more than 55 film events and numerous concerts with national and international artists are attended by more than 200,000 guests.
Keywords
Dlubal customer project Membrane roofing Grandstand Membrane roof Fabric membrane Customer project Project with Dlubal Software Dlubal Practical Example
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![[EN] CP 001176 | Cruise Center 8 in Warnemünde](/-/media/Images/netgenium/thumbnails/2/9/6/6/0/2966090/2966090.png?la=en-US&mw=348&mlid=423F976C9C9B4AEAA7F443EF3D36FC4C&hash=AAB43DA7B6944285C26E411E79CDE1CD06B8DA95)
![[ZH] CP 000944 | Dragon Flight Roller Coaster in Ningbo, China](http://img.youtube.com/vi/cXW2Uz-nC3M/mqdefault.jpg)
![[DE] CP 000777 | Tented Roof Structure for Family House, Austria](http://img.youtube.com/vi/-Hr2vg8IQ94/mqdefault.jpg)
![[CS] CP 000614 | Tree tower in Lipno, Czech Republic](http://img.youtube.com/vi/mLVduCL3nnU/mqdefault.jpg)
![[EN] CP 000188 | Biomass Power Plant Schilling in Schwendi, Germany](/-/media/Images/netgenium/thumbnails/2/9/5/2/2/2952253/2952253.png?la=en-US&mw=348&mlid=D4B83917BA0142218687FCBBE65CB48A&hash=CCB572140EE091BB016D5C382413803C7D134861)
This technical article analyzes the effects of the connection stiffness on the determination of internal forces as well as the design of connections using the example of a two-story, double-spanned steel frame.
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.
- What are the StandardID and AnnexID of various National Annexes for the processing using the COM interface?
- What is the difference between the RF‑/STEEL and RF‑/STEEL EC3 add-on modules?
- I compare the flexural buckling design according to the equivalent member method and the internal forces according to the linear static analysis with the stress calculation according to the second-order analysis including imperfections. The differences are very large. What is the reason?
- Which modules are responsive via the COM interface RS‑COM or RF‑COM?
- Where can I see the stresses in RSTAB?
- Why RF‑/STEEL does not display the same maximum internal forces when calculating a result combination, as it is in the results of the result combination itself?
- For RSTAB/RFEM, I use cross-sections whose values are defined by direct input. How do I get the RF-/STEEL module to consider my cross-sections?
- The add-on module shows that there is a different cross-section than in the main program. How should I proceed?
- Are warping stresses in structural components subjected to torsion considered in RFEM/RSTAB and the STEEL or RF‑STEEL Members add-on modules?
- How can I change the colors of the selection and preselection?
