17 Semi-Rigid Connection, Non-Linear Material Bending Resistance Capacity

This playlist series focuses on the rigid connection calculation according to EN 1993-1-8. A comparison is made with Ansys at the end of the series after hand calculation. Finally, tips for applying the semi-rigid connection to RFEM are presented. A portal frame with two levels is presented. The Endplate welded to the HEA200 beam is bolted to a HEB300 column with 6M20 class 8.8. Steel material is S355 for all parties. In this video, the moment capacity of the connection is determined. The contents are as follows:

1. Non-Linear Material in Ansys
2. Sub-Steps in Ansys Analysis Setting
3. Maximum Bending Capacity of the Semi-Rigid Connection
4. Comparison with the hand calculation.
5. Checking the contact tool and compare with the hand calculation.

You can find the fast version of this video in this playlist.