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Steel

Kennisbank

Asymmetrische spanningsverdeling bij een ligger doorkoppeling

Connection

Geometry

+3

Steel

Kennisbank

Boutpatronen of ankerpatronen aanpassen met de Boutgroep Editor in IDEA CONNECTION

Connection

Bolts

Steel

Kennisbank

Workaround for export of notches from Advance Steel

Connection

Advance Steel

Steel

Kennisbank

Workaround for export of anchoring from Tekla Structures

Connection

Tekla Structures

Steel

Kennisbank

Will the merge work for slightly different geometries? Usually, the analysis model is not identical to the drawing model.

Connection

AISC (USA)

+2

Steel

Kennisbank

Why to use a built-up steel cross-section?

Connection

AISC (USA)

+2

Steel

Kennisbank

Why are there tension forces in bolts in a fin plate connection?

Connection

AISC (USA)

+2

Concrete

Kennisbank

Why is interaction check still 100% even with a higher load?

RCS

Beam

+3

Steel

FAQ

Why is IDEA StatiCa Connection more expensive than standard tools for connection design?

Connection

Concrete

FAQ

Why IDEA StatiCa Prestressing?

RCS

Beam

+3

Steel

FAQ

Why IDEA StatiCa Connection?

Connection

AISC (USA)

+2

Steel

Kennisbank

Why do I get high bolt forces in endplates?

Connection

AISC (USA)

+2

Steel

FAQ

Who is behind the software and the method?

Connection

Member

+3

Concrete

Kennisbank

What load transfer device can be used for the simulation of tension in anchors?

Detail 2D

ACI (USA)

+1

Steel

FAQ

What to know before you start using IDEA StatiCa Member application?

Member

Concrete

Kennisbank

What is the purpose of result classes?

RCS

Beam

+2

Steel

Kennisbank

What is the new code-required procedure in the new Eurocode 1993-1-8:2019?

Connection

CBFEM

+1

Concrete

FAQ

What are the unique features of IDEA StatiCa Prestressing?

RCS

Beam

+3

Steel

Controles

Welded splice connection

CSA (Canada)

Connection

Steel

Controles

Welded splice connection (AISC)

AISC (USA)

CBFEM

+2

Kies taal

Kies regio

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Product

Application

National code

BIM link

Categorie

Asymmetrische spanningsverdeling bij een ligger doorkoppeling

Boutpatronen of ankerpatronen aanpassen met de Boutgroep Editor in IDEA CONNECTION

Workaround for export of notches from Advance Steel

Workaround for export of anchoring from Tekla Structures

Will the merge work for slightly different geometries? Usually, the analysis model is not identical to the drawing model.

Why to use a built-up steel cross-section?

Why are there tension forces in bolts in a fin plate connection?

Why is interaction check still 100% even with a higher load?

Why is IDEA StatiCa Connection more expensive than standard tools for connection design?

Why IDEA StatiCa Prestressing?

Why IDEA StatiCa Connection?

Why do I get high bolt forces in endplates?

Who is behind the software and the method?

What load transfer device can be used for the simulation of tension in anchors?

What to know before you start using IDEA StatiCa Member application?

What is the purpose of result classes?

What is the new code-required procedure in the new Eurocode 1993-1-8:2019?

What are the unique features of IDEA StatiCa Prestressing?

Welded splice connection

Welded splice connection (AISC)