Check out these tips to help you get started with the RFEM program.
KB 001710 | Design of Concrete Columns Subjected to Axial Compression with RF-CONCRETE Members
Video
-
01
RFEM Model with Permanent and Variable Loads
-
01
Display of Provided Stresses and Strains in RF-CONCRETE Members
-
01
Display of Governing Loads in RF-CONCRETE Members
-
01
Changing Effective Length Factor for Member
-
01
Table 4.10 Member Slendernesses
-
01
Optimization of Rectangular Cross-Section in RF-CONCRETE Members
-
01
Required Reinforcement Determined by RF-CONCRETE Members
-
01
Provided Reinforcement Determined by RF-CONCRETE Members
-
01
Column
First Steps with RFEM
Description
This article deals with rectilinear elements whose cross-section is subjected to axial compressive force. The purpose of this article is to show how quite a lot of parameters defined in the Eurocodes for concrete column calculation are considered in the RFEM structural analysis software.
Keywords
Dlubal Knowledge Base Eurocodes Compression Reinforcement Slenderness Dlubal KB Knowledge Base Technical Article
Links
Write Comment...
Write Comment...
Contact Us
Do you have any questions about our products or which are best suited for your design projects? Contact us via phone, email, or chat or find suggested solutions and useful tips on our FAQ page available 24/7.

Design of Concrete Columns Subjected to Axial Compression with RF-CONCRETE Members
This article deals with rectilinear elements of which the cross-section is subjected to axial compressive force. The purpose of this article is to show how very many parameters defined in the Eurocodes for concrete column calculation are considered in the RFEM structural analysis software.

New
Concrete Design | Reinforced Concrete Design with Net Concrete Area
During the cross-section design, you can control whether the concrete surface is applied behind the reinforcing bars or is subtracted from the concrete cross-section. The design of the net concrete cross-section is mainly used for highly reinforced cross-sections.- What is the maximum number of reinforcement groups that can be created in a design case in RF‑CONCRETE Surfaces?
- What does the "Crack formation in the first 28 days" option mean?
- Why do I get Error No. 10203 for a result beam when performing design with RF‑CONCRETE Members?
- How do I display the utilization ratio of a compression column in RF‑CONCRETE Members?
- Is it possible in the RF‑CONCRETE Surfaces add-on module to limit crack widths due to internal restraint and with the customized fct,eff?