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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
- possible cross-sections for the column are: square and rectangular RHS tubes, including C-section tubes
- 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 RECTANGULAR HOLLOW SECTION COLUMN BASE, fixed or pinned, for rectangular tubular column sections, verification for sets of spatial internal forces, or the full bearing capacity of column cross-section.
RECTANGULAR HOLLOW SECTION COLUMN BASE + DXF
Design module for a rectangular hollow section column base subjected to biaxial loading conditions according to PN-EN 1993-1-8:2006 standard, with DXF drawing generation function.
€125.00
€125.00
-50%
€62.00
(excl. VAT)*
* The prices are net. For private individuals, 23% VAT will be added.
