WQ-beam and column connection
Sergeeva, Lidia (2012)
Saimaan ammattikorkeakoulu
2012
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Julkaisun pysyvä osoite on
https://urn.fi/URN:NBN:fi:amk-2012081613158
https://urn.fi/URN:NBN:fi:amk-2012081613158
Tiivistelmä
The thesis examined the connection between WQ-beam for hollow core slabs and hollow section column. The purpose of this thesis was to simplify the engineering, to study the connection and to do the design.
This thesis was commissioned by Aaro Kohonen Oy. The company needs a simplified calculation sheet and a standard card for the WQ-beam connection following the standards by Eurocodes for every engineer to use and find easy information about the connection. In addition, a dimensioning tool with Excel for the connection was made.
The thesis examined the most common hollow section steel structures in general and the joint types. The work focused on making the welding between end plate and WQ-beam, and between column and consol. The welds and the shear force in the plate for the fire case were examined. In every examination the standards according to Eurocode have been used.
This thesis was commissioned by Aaro Kohonen Oy. The company needs a simplified calculation sheet and a standard card for the WQ-beam connection following the standards by Eurocodes for every engineer to use and find easy information about the connection. In addition, a dimensioning tool with Excel for the connection was made.
The thesis examined the most common hollow section steel structures in general and the joint types. The work focused on making the welding between end plate and WQ-beam, and between column and consol. The welds and the shear force in the plate for the fire case were examined. In every examination the standards according to Eurocode have been used.