- Webinar # 1 - Introduction to RFEM based on FEM
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RSECTION | Students | Introduction to Strength of Materials
- RSECTION | Students | Introduction to Strength of Materials
- CSA A23.3:19 Concrete Design in RFEM
- RFEM | Basics
- RFEM | Basics
- RFEM | Basics
- Documenting Results in RFEM Printout Report
- Documenting Results in the RFEM Printout Report
- RFEM | Structural Dynamics and Seismic Design
- RFEM | Structural Dynamics and Seismic Design
- ACI 318-19 Concrete Design in RFEM
- RFEM | Structural Dynamics and Seismic Design
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Basics
- RFEM | Dynamic analysis and anti-seismic design according to EC 8
- RFEM | Structural dynamics and earthquake design according to EC 8
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Structural dynamics and earthquake design according to EC 8
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Basics
- RFEM | Basics
- Eurocode 8 | Structural Dynamics and Seismic Design
- RFEM | Dynamics | USA
- RFEM | Structural Dynamics and Seismic Analysis According to EC 8
- Online Introductory Training RFEM - KTH Royal Institute of Technology
- RFEM | Dynamic Analysis and Seismic Design According to EC 8
- RFEM | Structural Dynamics and Seismic Analysis According to EC 8
- RFEM 5 | Basics
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM 5 | Structural Dynamics and Seismic Design According to EC 8
- Documentation of the results in the RFEM printout report 5
- RFEM 6 | Basics
- RFEM 6 | Structural Dynamics and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RFEM 6 | Basics
- RFEM 6 | Basics
- RFEM 6 | Structural Dynamics and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RFEM 6 | Basics
- RFEM 6 | Structural Dynamics and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RSECTION | Students | Introduction to Strength of Materials
- RFEM | Basics | HTW Saar
- RFEM 6 | Basics
- RFEM 6 | Basics
- RFEM 6 | Structural Dynamics and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RFEM 6 | Basics | Deggendorf Institute of Technology
- RSECTION | Students | Introduction to Strength of Materials
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RSECTION | For Students | Introduction to Strength of Materials
- RSECTION | For Students | Introduction to Strength of Materials
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- Structural Analysis and Design of Concrete Structures | Dlubal Software
- RFEM 6 for Students | Introduction to Strength of Materials | Apr 26, 2023
- RFEM 6 for Students | Introduction to Strength of Materials
- UPD 001 | Program Version Update x.23
Building Made of Reinforced Concrete and Steel
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
The building model is calculated in two phases:
- Global 3D calculation of the global model, where the slabs are modeled as a rigid plane (diaphragm) or as a bending plate
- Local 2D calculation of the individual floors
After the calculation, the results of the columns and walls from the 3D calculation and the results of the slabs from the 2D calculation are combined in a single model. This means that there is no need to switch between the 3D model and the individual 2D models of the slabs. The user only works with one model, saves valuable time, and avoids possible errors in the manual data exchange between the 3D model and the individual 2D ceiling models.
The vertical surfaces in the model can be divided into shear walls and opening lintels. The program automatically generates internal result members from these wall objects, so they can be designed as members according to any standard in the Concrete Design add-on.
Shear walls and deep beams of a building model are available as independent objects in the design add-ons. This allows for faster filtering of the objects in results, as well as better documentation in the printout report.
The building story generator in the Building Model add-on allows you to automatically create building stories, depending on the topology of the model.
In the Concrete Design provides an option to perform seismic design according to AISC 341-16 for steel members.
Five SFRS types (Seismic Force-Resisting Systems) are available for this.