Computation Kernel with Multi-Core Processor Technology
Product Feature
The calculation is now optimized utilizing a multi-core processor technology. It enables parallel calculations of linear load cases and load combinations by several processors without additional demands on the RAM: The stiffness matrix has to be created only once. Thus, even large systems can be calculated with the fast direct solver.
For models where many load combinations have to be calculated, several solvers (one per core) are started in parallel. Each solver then calculates a load combination. This leads to a better utilization of the cores.
The development of the deformation is displayed in a diagram during the calculation. This allows for good assessment of the convergence behavior.
Write Comment...
Write Comment...

New
Concrete Stiffness Modification in RFEM 6 According to ACI 318-19 and CSA A23.3-19
In accordance with Sect. 6.6.3.1.1 and Sect. 10.14.1.2 out of the ACI 318-19 and CSA A23.3-19 respectively, RFEM effectively takes into consideration concrete member and surface stiffness reduction for various element types.
-
How do I define effective lengths when designing steel members in RFEM 6?
- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
- Where can I find the graphical results of punching shear in the concrete design? Especially the distribution of shear forces at the critical perimeter or the punching loads.
- Is it possible to display the reinforcement description in RFEM 6?
- Where can I activate the reduction of load combinations in RFEM 6? And how does this reduction work?
- Is it possible to import the coordinates of another point?
- How can I define an FE mesh refinement in RFEM 6? In RFEM 5, this was available in the Data navigator.
- Is it possible to display the deformation analysis of a surface (limit 0.5‰)?
- In RFEM 6, I am looking for the line releases known from RFEM 5. Are they no longer available in RFEM 6?
- Where in RFEM 6 can I set that the stresses within the elements should be displayed constantly?
- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
Associated Products