Rigid Connection Part1 Column Flange In Transverse Bending
Channel: SHAHgordi
Date: 2023-07-07

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 the equivalent T-Stub of the column flange in bending according to EN 1993-1-8. The contents are as follows: 

a) Table 6.1 of the code and what needs to be considered in rigid or semi-rigid connection calculation.
b) Column Flange in transverse bending according to 6.2.6.4.
c) Equivalent T-Stub effective length for unstiffened column flange table 6.4.
d) Failure patterns, circular and non-circular, individual and group, and effective length for equivalent T-Stub.
e) The failure mode of the equivalent T-Stub.
f) Tension resistance of the column flange.
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Check our Academy page from the link below to see the description and detailed solution notes:
https://shah.fi/en/academy/rigid-connection-part1-column-flange-in-transverse-bending/
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