CART        

 КОШИК

  1. en
  2. de
  3. uk

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

(excl. VAT)* 

 

€62.00

-50%

 

€125.00

             DOWNLOAD FREE TRIAL

          DOWNLOAD PDF

BEAM-TO-COLUMN simple connection + DXF

 

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

A EuroConnections program module.

 

EuroConnections BEAM-TO-COLUMN simple connection with fin plates, cover plates and transverse column web stiffeners, 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 beam web fin plates (side plates) and possibly beam flange cover plates. The connection is one-sided (for one beam from one side of the column), with various possible configurations.

Module features:

Cover plates:

 

 

  • use of flange cover plates
  • flange cover plates are used in pairs,  both lower and upper at the same time, and cannot occur alone, without the presence of the fin plate
  • the beam flange-cover plate connection can be realized using a fillet weld or with bolted connection
  • the column flange-cover 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 section)
  • when using flange cover plates it is possible to use the transverse column web stiffener

 

Landing cleat:

 

 

  • the landing cleat is considered only for erection purposes - its load capacity is not verified in the calculations
  • the use of the landing cleat excludes the possibility of using the flange cover plates, and vice versa

Fin plates: 

 

  • use of fin plates (side plates)
  • fin plates are connected to the beam web and the column flange
  • 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 column-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 column 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 beam web fin plates and possibly beam flanges cover plates
  • beam connected to column flange
  • beam connected to the column also at an angle other than 90º
  • checking the limitations on the size of the weld according to PN-EN 1708-2: 2019-02

Copyright © 2021 ArCADiasoft