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 are I-beam sections
  • the orientation of the I-beam section is vertical (flanges subject to compression/tension as a result of a bending moment acting about the stronger axis of inertia)
  • the mutual inclination of the beams is also allowed at an angle slightly deviating from 180°

Stiffeners:

 

  • stiffeners reinforcing beam flange bottom and/or top
  • haunches (modelled as a standard tee profile, 1/2 I-beam section or welded haunch) or plate stiffener
  • the stiffener-to-end plate connection can be realized using fillet or butt weld

Module features:

A EuroConnections program module.

 

Connection type BEAM-TO-BEAM END PLATE connection, with plate stiffeners and haunches, bolted joint, verification for set of uniplanar internal forces, or the full bearing capacity of members.

 

The algorithm for verification of a connection in which two I-beam section beams (eg. girder) are connected using end plates attached to each of them, with various possible configurations.


 

BEAM-TO-BEAM END PLATE connection + DXF

 

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

 

€125.00

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