In the Navigator – Results, you can select the design situations for which you want to display the add-on results graphically.
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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.
For the ultimate limit state design, EN 1998‑1, Sections 2.2.2 and 4.4.2.2 require a calculation considering the second‑order theory (P‑Δ effect). This effect may be neglected only if the interstory drift sensitivity coefficient θ is less than 0.1.
In the Navigator – Results, you can select the design situations for which you want to display the add-on results graphically.
You can add dynamic shadows in the rendering mode. Im Kontextmenü lässt sich mit Hilfe von Schiebereglern die Hauptleuchtenposition verändern.
The material library of RFEM and RSTAB includes the timber materials according to the American standard ANSI/AWC NDS‑2024.
In addition to JavaScript, the Python high-level functions are also available in the console. Using the Python option, the console also provides you with the Python HLF functions known from the WebService function catalog for further use in the object properties dialog box for in-app scripting.
How can I automatically unify two points that are close to each other?
Is it possible to define one or more nodes on one or more members automatically?
I would like to use my account for RFEM 6 / RSTAB 9, but apparently I'm not authorized to do so. Is there any way to allow this?
I would like to calculate my structure according to the second-order analysis and for this, I have created several load cases, including imperfection load cases. Do I have to combine the load cases in load combinations or result combinations?
How is it possible to consider snow and wind loads with short-time actions according to NBN EN 1990?
How can I open the links to the sources of Mia's answers in RFEM 6, RSTAB 9, and RSECTION 1?
