For design objects, you can optionally display sags or extreme results.
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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.
Plate girder is an economical choice for long spans construction. I-section steel plate girder typically has a deep web to maximize its shear capacity and flange separation, yet thin web to minimize the self-weight. Due to its large height-to-thickness (h/tw) ratio, transverse stiffeners may be required to stiffen the slender web.
Understanding steel connection rigidity is crucial in structural design. Often, connections are treated as strictly pinned or rigid, but this can lead to uneconomical or even dangerous designs. Explore how Dlubal Software's RFEM and Steel Joints add-on help verify connection stiffness and moment resistance, ensuring safer and more economical designs.
In this article, you will learn how to model and design cable structures in RFEM 6 or RSTAB 9.
For design objects, you can optionally display sags or extreme results.
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.
Can I display node coordinates in my model?
Has the RF-TOWER add-on module for RFEM 5 already been added to RFEM 6?
Where can I find my customer number in RFEM or RSTAB?
I get a warning that a file created with RFEM, RSTAB, or RSECTION contains a virus or a Trojan horse. What should I do?
The model loads, supports, and so on, are scaled extremely large even if I set the scaling to the minimum. How can I decrease the size?
Can I open the printout report in another PDF reader?
