This was a mandatory requirement for the contract.
RFEM 6: Easy to Use and Effective Support
With the assistance of your support team, we have learned to use the software very quickly, which allowed us to be 100% compatible with our customer from Germany.
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In this article, you will learn how to model and design cable structures in RFEM 6 or RSTAB 9.
This article describes and explains the influence of bending stiffness of cables on their internal forces. Furthermore, the text provides information on how this influence can be reduced.
The ASCE 7-22 Standard [1], Sect. 12.9.1.6 specifies when P-delta effects should be considered when running a modal response spectrum analysis for seismic design. In the NBC 2020 [2], Sent. 4.1.8.3.8.c gives only a short requirement that sway effects due to the interaction of gravity loads with the deformed structure should be considered. Therefore, there may be situations where second-order effects, also known as P-delta, must be considered when carrying out a seismic analysis.
The data exchange between RFEM 6 and Allplan can be done using various file formats. This article describes the data exchange of a determined surface reinforcement using the ASF interface. This allows you to display the RFEM reinforcement values as level curves or colored reinforcement images in Allplan.
In RFEM and RSTAB, you can visualize the flow field quantities of pressure, velocity, turbulence kinetic energy, and turbulence dissipation rate for the wind simulation.
The clipping planes are aligned with the respective wind direction.
In RFEM, you can generate surfaces from members with the library cross-sections as well as from the members with the RSECTION cross-section.
You can neglect openings with a certain area in the building model calculation. This function can be activated in the global settings of the building stories. A warning message appears saying that the openings have been neglected.
Are you looking for a formula relevant for your structural design? Just ask our AI chatbot Mia!
Mia shows you the right formula, with explanations, if necessary.
Why does the integration/support of my building in the ground below the ground level not work?
How can the NDS and CSA O86 factors be manually adjusted for consideration in the Timber Design add-on?
Is it possible to design a prestressed concrete slab in RFEM 6?
I have purchased a new add-on. Where can I find the installation file for this?
How can I export a printout report to Microsoft Word or Excel in RFEM 6 / RSTAB 9?
Where can I subsequently reverse the global axis system in RFEM 6 (direction of the global Z-axis)?
