We provide hints and tips to help you get started with the basic program RFEM.
FAQ 003244 | To evaluate the results, I have created a section through surfaces of the structure. However, in the result diagram, this section is displayed longer than it is. What could be the reason for this?
Video
First Steps with RFEM
Question
To evaluate the results, I have created a section through surfaces of the structure. However, in the result diagram, this section is displayed longer than it is. What can be the reasonAnswer
A section can run through a complete structure and display the results on intersected surfaces. It is important to define which surfaces are intended for displaying the results of the section. Figure 01 shows a section defined in such a way that all intersected surfaces (default setting) are displayed. In this case, both walls are also intersected and the results are also attached to the result diagram (see also Figure 02).If you want to only display the section on certain surfaces, define the required surfaces in the "Edit Section" dialog box (see Figure 03). The section is then displayed in the result diagram as desired (see Figure 04)
Keywords
Dlubal FAQ Section Section length Result diagram Frequently Asked Question FAQ about Dlubal Question and Answer about Dlubal
Links
Write Comment...
Write Comment...
Contact us
Do you have any questions about our products or need advice on selecting the products needed for your projects?
Contact us via our free e-mail, chat, or forum support or find various suggested solutions and useful tips on our FAQ page.
New
User -defined visibilities facilitate program handling. Once created, any model groups can be quickly hidden or shown. This facilitates, among other things the analysis of the results in larger 3D structures but also the creation of the report. When changing the geometry, the existing visibilities may have to be updated.
![Vertical Soil Stress under Corner Point of Uniform Rectangle Load [2]](/-/media/Images/website/img/000001-010000/009601-009700/009675.png?la=en-US&mlid=AEBCAC28C25A4A2F93F419D5DA4345C3&hash=FCBCB6855E60021AD52D69E883CC664E5B66672B)
New
Increased Calculation Performance by Reducing the Nodal Degrees of Freedom
The number of degrees of freedom in a node is no longer a global calculation parameter in RFEM (6 degrees of freedom for each mesh node in 3D models, 7 degrees of freedom for the warping torsion analysis). Thus, each node is generally considered with a different number of degrees of freedom, which leads to a variable number of equations in the calculation.
This modification speeds up the calculation, especially for models where a significant reduction of the system could be achieved (e.g. trusses and membrane structures).
- How can I change the colors of the selection and preselection?
- How can I create a curved or curved section?
- How are the signs to be interpreted for the release results of the line release and line hinges?
- After calculating the add -on module RF-/DYNAM Pro - Equivalent Loads, the size of my file has increased significantly. The performance has deteriorated enormously. What could be the reason for this?
- Can I have generated member loads from surface loads act eccentrically on the member section by means of a plane?
- Why are my imperfections displayed differently and can I adjust the display?
- What happens to the programs and add -on modules if the network license times out? And how can I increase the timeout?
- Why is the deflection of the reinforced concrete floor sometimes greater when selecting a larger basic reinforcement?
- Why is it not possible to select a load case in the RF-/STEEL add-on module for design, although it is defined in RFEM/RSTAB?
- I have a question about message no.47 in the RFEM program. What is the exact meaning of the word integrate? What is the resulting effect?
