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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°
- checking the limitations on the size of the weld according to PN-EN 1708-2: 2019-02
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
-50%
€62.00
(excl. VAT)*
* The prices are net. For private individuals, 23% VAT will be added.
