02 Rigid Connection Part2 Column Web Transverse In Tension
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. An Endplate welded to a beam, HEA200, 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 calculation of a column web in transverse tension according to EN 1993-1-8. The contents are as follows:
- Table 6.1 Item 3 explanation.
- Column Web in transverse tension according to 6.2.6.3.
- Reduction factor for the interaction with shear in the column web panel.
- Transformation parameters exact and approximation calculation.
- Tension resistance of the column web in transverse tension.
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