07 Rigid Connection Part7 Column Web Panel In Shear

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, as shown in the figure below. We went through the connections in this playlist for both ends and beams. The Endplate welded to the HEA200 beam is bolted to a HEB300 column with 6M20 class 8.8, as shown in the figures below. Steel material is S355 for all parties.

This video shows the resistance column web panel in shear according to EN 1993-1-8. The contents are as follows:

1. Table 6.1 Item 1 explanation.
2. Column web panel in shear according to 6.2.6.1.
3. The lever arm of the connection, according to Figure 6.15.
4. Calculation of utilization ratio of the column web panel in shear.

Link to the description and detailed solution notes: Download