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* The prices are net. For private individuals, 23% VAT will be added.

(excl. VAT)* 

 

€62.00

-50%

 

€125.00

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BEAM-TO-GIRDER simple connection + DXF

 

Design module for a beam-to-girder simple connections according to PN-EN 1993-1-8:2006 standard, with DXF drawing generation function.

A EuroConnections program module.

 

EuroConnections BEAM-TO-GIRDER simple connection, welded or bolted, verification for sets of uniplanar internal forces, or the full bearing capacity of members.

 

The algorithm for verification of a connection in which both main members are connected via a fin plate or a girder web stiffener. The connection is one-sided (for one beam from one side of the girder), with various possible configurations.


 

Module features:

Girder web stiffener: 

 

  • the beam-girder web stiffener connection can be realized using a fillet weld or with bolted connection
  • the girder web stiffener to girder welded connection is not verified in calculations

 

Landing cleat:

 

  • the use of a landing cleat is not possible when the girder web stiffener is present
  • the landing cleat is considered only for erection purposes - its load capacity is not verified in the calculations

Fin plates: 

 

  • use of fin plates (side plates)
  • fin plates are connected to the beam web and the girder web
  • the use of fin plates can be single-sided (on one side of the beam web) or double-sided (on both sides of the beam web)
  • when double-sided fin plates are used, they are symmetrical in relation to the beam web
  • the beam-side plate connection can be realized using a fillet weld or with bolted connection
  • the girder-fin plate T-weld connection can be made using a butt weld or a fillet weld (welds only outer, or inner and outer, in relation to beam web)

General: 

 

  • advanced and dynamic sketch of the designed connection model in an editable DXF format, which includes a bill of materials
  • cross-sections for the beam and girder are I-beam sections
  • the V and M forces are acting about the stronger axis of inertia of the members (the orientation of the I-beam section is vertical)
  • connection made using a fin plate or a girder web stiffener
  • beam connected to the girder web
  • notched beam section at the end of a beam
  • checking the limitations on the size of the weld according to PN-EN 1708-2: 2019-02

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