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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
  • possibility of the design and verification of pole/column base obtained from ArCADia RAMA structure model
  • column anchored in the foundation block at a straight angle
  • bisymmetrical configuration of the joint model
  • the possibility of using a shear nib
  • the possibility of reinforcing the column base with stiffener plates (in enumerated configurations)
  • checking the limitations on the size of the weld according to PN-EN 1708-2: 2019-02

Base plate:

 

  • rectangular base plate
  • column section centered on the base plate

 

Stiffeners:

 

  • in the form of a set of pairs of plates connected to column section corners, in directions perpendicular to the edges of the base plate (orthogonal projection)

Anchors:

 

  • straight anchors, J-anchors, L-anchors and headed anchors
  • possible arrangement in two distinct modes - along each side of the base plate and in a mode with exactly 4 corner fasteners

 

Tensile failure modes:

 

  • steel failure
  • pull-out failure
  • concrete cone failure
  • combined pull-out and concrete failure
  • splitting failure
  • blow-out failure

 

Shear failure modes:

 

  • steel failure of fastener
  • concrete pry-out failure
  • concrete edge failure

Module features:

A EuroConnections program module.

 

Connection type I-BEAM COLUMN BASE, fixed or pinned, for I-beam column sections, verification for sets of spatial internal forces, or the full bearing capacity of column cross-section.


 

I-BEAM COLUMN BASE + DXF

 

Design module for an I-beam column base subjected to biaxial loading conditions according to PN-EN 1993-1-8:2006 standard, with DXF drawing generation function.

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€125.00

-50%

 

€62.00

(excl. VAT)* 

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

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