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Question
I designed a steel connection using RF‑JOINTS, then created a model to compare it in RFEM. Why are the results not identical?
Question
The design of the premature weld failure at the fin plate is governing for the design of a pinned beam connection with JOINTS.
What exactly does the design of the premature weld failure consider, and is it necessary to perform it in every case?
Question
Which result combinations can I design with the RF‑/JOINTS Pro program, and what should I pay attention to?
- 002489
- JOINTS Timber | Timber to Timber 8
- JOINTS Timber | Steel to Timber 8
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- JOINTS Steel | Rigid 8
- JOINTS Steel | DSTV 8
- JOINTS Steel | Pinned 8
- JOINTS Steel | Tower 8
- JOINTS Steel | SIKLA 8
- JOINTS Steel | Column Base 8
- RF-JOINTS Timber | Timber to Timber 5
- RF-JOINTS Timber | Steel to Timber 5
- RF-JOINTS Steel | Rigid 5
- RF-JOINTS Steel | DSTV 5
- RF-JOINTS Steel | Pinned 5
- RF-JOINTS Steel | Tower 5
- RF-JOINTS Steel | SIKLA 5
- RF-JOINTS Steel | Column Base 5