BIM Integration using Finite Element Analysis and Design Software RFEM
Free Online Seminar
- Up to 09:00: Introduction into the FEA software RFEM
- Up to 13:00: Import of 3D BIM models into RFEM
- Up to 21:00: Export to Tekla and Bentley ISM
- Up to 25:00: Steel design according to Eurocode 3
- Up to 43:00: Concrete design according to Eurocode 2
- Up to 48:00: Creating printout reports
- Up to 56:00: Updating and exchanging scenarios with other leading BIM software
building information modeling, BIM, IFC, Eurocode, interface, data exchange, Tekla, Revit, Bentley, finite element analysis, FEA, steel design, concrete design, round‑trip engineering
Date | Time
- 3D BIM models in RFEM
- Interface with Revit, Tekla and Bentley ISM
- Steel and concrete design according to Eurocodes
- Data exchange with other leading BIM software
|Up to 09:00||Introduction into the FEA software RFEM|
|Up to 13:00||
Import of 3D BIM models into RFEM
|Up to 21:00||Export to Tekla and Bentley ISM|
|Up to 25:00||Steel design according to Eurocode 3|
|Up to 43:00||Concrete design according to Eurocode 2|
|Up to 48:00||Creating printout reports|
|Up to 56:00||Updating and exchanging scenarios with other leading BIM software|
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The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.
- How to calculate the static depth d when designing the bending of block foundations (calculation as an equivalent beam)?
Why are my steel members not being designed for stability in RF-STEEL AISC?
- My section is classified as Class 4 and non-designable in RF-/STEEL CSA. However, my manual calculation shows a different class. Why the difference?
- I have defined temperature loads, strain loads, or a precamber. As soon as I modify stiffnesses, the deformations are no longer plausible.
- Can the properties, such as B. the cross -section or the surface thickness as well as the material of a surface of an existing element for a new element?
- When should the punching load be determined with the (un)smoothed distribution of the shear forces at the critical perimeter?
- I would like to perform the punching shear design on a column with connected downstand beams as a wall corner or Perform wall end. However, the module applies an internal column. Is it possible to adjust it?
- Is it possible to design bidirectional ribbed plates, unidirectional ribbed plates, or hollow core slabs in RFEM?
- I am getting the message that my material does not meet the requirements of the current standard. How can I correct this?
- I am trying to manually check the deformations from the CRANEWAY add-on module. However, I obtain great deviations. How to explain the differences?
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements