Stay up to date and gain new knowledge! This webinar shows you the usage of JavaScript in RFEM 6 on examples.
Time Schedule:
00:00 Introduction
03:17 In-App Scripting
06:23 Dlubal Center and Blocks
07:46 What is new in JS Library
08:40 Examples
Webinar | Automated Workflow with JavaScript in RFEM 6
Links
- Building Information Modeling (BIM) Interfaces
- More About RFEM 6
- Main Program RSTAB 9
- Add-Ons for RFEM 6 and RSTAB 9
Downloads
JavaScript and XML Files to Webinar "Automated Workflow with JavaScript in RFEM 6"
2.1 KB
Presentation Slides to Webinar "Automated Workflow with JavaScript in RFEM 6" (PDF)
1.69 MB
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Structures in RFEM 6 can be saved as blocks and reused in other RFEM files. The advantage of dynamic blocks with respect to non-dynamic blocks is that they allow interactive modifications of the structural parameters as a result of modified input variables. One example is the possibility to add structural elements by changing only the number of bays as an input variable. This article will demonstrate the aforementioned possibility for dynamic blocks that are created by scripting.
In this article, you will learn how to model and design cable structures in RFEM 6 or RSTAB 9.
This article describes and explains the influence of bending stiffness of cables on their internal forces. Furthermore, the text provides information on how this influence can be reduced.
To evaluate whether it is also necessary to consider the second-order analysis in a dynamic calculation, the sensitivity coefficient of interstory drift θ is provided in EN 1998‑1, Sections 2.2.2 and 4.4.2.2. It can be calculated and analyzed using RFEM 6 and RSTAB 9.
The coefficient θ is calculated as follows:$$\mathrm\theta\;=\;\frac{\displaystyle{\mathrm P}_\mathrm{tot}\;\cdot\;{\mathrm d}_\mathrm r}{{\mathrm V}_\mathrm{tot}\;\cdot\;\mathrm h}\;$$
The coefficient θ is calculated as follows:$$\mathrm\theta\;=\;\frac{\displaystyle{\mathrm P}_\mathrm{tot}\;\cdot\;{\mathrm d}_\mathrm r}{{\mathrm V}_\mathrm{tot}\;\cdot\;\mathrm h}\;$$
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
In RFEM 6 and RSTAB 9, you have the option to enter "Visual Objects" as guide objects. You can import the file formats 3ds, stl, and obj.
These objects allow you to create a better reference to the dimensions.
Mia is accessible in the programs and prevents the hassle of following up by email or phone.
Using the "Damper" member type, you can define a damping coefficient, a spring constant, and a mass. This member type extends the possibilities within the Time History Analysis.
With regard to viscoelasticity, the "Damper" member type is similar to the Kelvin-Voigt model, which consists of the damping element and an elastic spring (both connected in parallel).
Which Dlubal software products do you recommend for the structural analysis and design of timber structures in particular?
How do I reset the display settings to default?
Why are the maximum deformations not displayed?
How many updates does Dlubal provide for RFEM 6 / RSTAB 9 each month?
Where in RFEM 6 can I find the calculation parameters?
How can I model a timber beam with stiffening on both sides? (splice)
