SIMPLE group:
-
BEAM-TO-GIRDER simple connection +DXF
-
BEAM-TO-COLUMN simple connection +DXF
-
BEAM SPLICE connection +DXF
END PLATE group:
-
BEAM-TO-COLUMN END PLATE connection +DXF
-
BEAM-TO-BEAM END PLATE connection +DXF
TRUSSES group:
-
TRUSS GUSSET PLATE connection +DXF
-
WELDED TUBULAR TRUSS node +DXF
BASE PLATE group:
-
I-BEAM COLUMN BASE +DXF
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DOUBLE-BRANCH COLUMN BASE +DXF
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RECTANGULAR HOLLOW SECTION COLUMN BASE +DXF
-
CIRCULAR HOLLOW SECTION COLUMN BASE +DXF
BIDIRECTIONAL END PLATE SPLICE group:
-
END PLATE I-BEAM JOINT +DXF
-
END PLATE DOUBLE-BRANCH PROFILE JOINT +DXF
-
BIDIRECTIONAL END PLATE SPLICE FOR RECTANGULAR PIPES +DXF
-
BIDIRECTIONAL END PLATE SPLICE FOR ROUND PIPES +DXF
SIMPLE group:
-
BEAM-TO-GIRDER simple connection +DXF
-
BEAM-TO-COLUMN simple connection +DXF
-
BEAM SPLICE connection +DXF
END PLATE group:
-
BEAM-TO-COLUMN END PLATE connection +DXF
-
BEAM-TO-BEAM END PLATE connection +DXF
TRUSSES group:
-
TRUSS GUSSET PLATE connection +DXF
-
WELDED TUBULAR TRUSS node +DXF
BASE PLATE group:
-
I-BEAM COLUMN BASE +DXF
-
DOUBLE-BRANCH COLUMN BASE +DXF
-
RECTANGULAR HOLLOW SECTION COLUMN BASE +DXF
-
CIRCULAR HOLLOW SECTION COLUMN BASE +DXF
BIDIRECTIONAL END PLATE SPLICE group:
-
END PLATE I-BEAM JOINT +DXF
-
END PLATE DOUBLE-BRANCH PROFILE JOINT +DXF
-
BIDIRECTIONAL END PLATE SPLICE FOR RECTANGULAR PIPES +DXF
-
BIDIRECTIONAL END PLATE SPLICE FOR ROUND PIPES +DXF
* The prices are net. For private individuals, 23% VAT will be added.
(excl. VAT)*
€62.00
-50%
€125.00
BIDIRECTIONAL END PLATE SPLICE FOR RECTANGULAR PIPES + DXF
Design and verification of a steel connection using beams with a profile of rectangular tubes, square tubes, or tubes from channels, with the possibility of applying symmetrical ribbing.
The EuroConnections BIDIRECTIONAL END PLATE SPLICE FOR RECTANGULAR PIPES module allows for the design and verification of a steel connection using beams with a profile of rectangular tubes, square tubes, or tubes from channels, with the possibility of applying symmetrical ribbing.
The connection is designed using bolts through rectangular front plates.
Design and verification is performed based on a user-defined two-way set of transverse forces, taking into account bending moments or the load-bearing capacity of beam sections. The connection is analyzed for stiffness.
Module features:
Ribs:
- comprise a set of pairs of plates extending from the corners of the main cross-section in directions perpendicular to the plate edges (orthogonal projection)
- ribbing is welded to the tube cross-section and the front plate
Front plate:
- has a rectangular shape
- is circumferentially welded to its corresponding tube cross-section
- the beam's cross-section is centrally or eccentrically located on the plate
- front plates are connected using screws, which can be arranged in multi-column rows
General:
- based on the user-defined connection model, the program allows for the automatic generation of workshop drawings of the base plate in DXF format, including a list of connecting parts
- calculations are conducted for the frontal connection of two beams with cross-sections of rectangular tubes or square tubes, for a set of spatial forces (two-way bending, two-plane shearing)
- the program enables node counting from the ArCADia-RAMA program
- beam axes can meet at an angle and/or eccentrically
- end reinforcement(s) of one or both beams can be applied using ribs in various bisymmetric configurations
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