Hello everyone, In the future, we will be using this channel to briefly describe specific FFC² features and provide tips on how to use the program. We also welcome users to use this channel to ask questions and share comments about working with FFC². The goal is to give anyone with an interest in the subject the opportunity to expand their knowledge and discuss it with other experts.
Enjoy, and see you soon!
Presentations, Videos and Discussions
02_Webinar Loading on 23.09.25
Presentation:
Recording:
I wish everyone happy holidays — the next webinar will be in the new year!
Willkommen zur Anwender-Gruppe von FFC. Die Gruppe dient allen Anwendern zur Wissenserweiterung und zum Austausch mit anderen Nutzern der Software. Auch unser FFC-Support gibt hier von Zeit zu Zeit wertvolle Ratschläge. Jeder kann gerne Fragen stellen und Themen eröffnen. Wir wünschen viel Spaß.
Für die gerüstsystemspezifischen Themen gibt es eigene Gruppen, für die man sich ebenfalls registrieren muss und nur mit Erlaubnis des Herstellers des Gerüstes beitreten kann, aber darum kümmern wir uns.
Welcome to the FFC user group. The group serves all users for knowledge expansion and exchange with other users of the software. Our FFC support team also provides valuable advice here from time to time. Everyone is welcome to ask questions and open topics. We hope you enjoy it.
There are separate groups for scaffolding system-specific topics, which also require registration and can only be joined with the permission of the scaffolding manufacturer, but we will take care of that.
FFC²-functions and associated regulatory framework
The „Red. Factor“ (windload reduction factor)
Where to find it:
Inside the “structure interpreter” (calculation) at the ribbon „Settings“ within the parameters.
How to use it?
The reduction factor is used to reduce the self-wind onto the scaffolding, when there are multiple supports placed in a row shadowing each other form the wind, according to DIN EN 1055-4:2005-03, chapter 12.10.
As generally only one load object or formwork is considered and non-scalable load causes are only multiplied with the safety factor, the parameter only effects the load cause “SWS” (Scalable Wind on Shoring) for manual applied loads and the automatically generated self-wind on the scaffolding.
Therefore, the “Red. Factor” shouldn’t be used to represent the “service life factor” according DIN EN 1055-4:2005-03, chapter 7.2, as the “service life factor” is applied to the formwork or object as well.
Have you considered this option before and in what cases has it been useful?