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Steel

Tudásbázis

Capacity design analysis to deal with seismic checks

Connection

AISC (USA)

+3

Steel

Ellenőrzési példa

Concrete in compression

Connection

EN (Eurocode)

Steel

Tudásbázis

Workaround for export of notches from Advance Steel

Connection

Advance Steel

Steel

Tudásbázis

Workaround for export of anchoring from Tekla Structures

Connection

Tekla Structures

Steel

Tudásbázis

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

Connection

AISC (USA)

+2

Steel

Tudásbázis

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

Connection

AISC (USA)

+2

Steel

Tudásbázis

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

Connection

AISC (USA)

+2

Steel

FAQ

Why IDEA StatiCa Connection?

Connection

AISC (USA)

+2

Steel

Tudásbázis

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

Steel

Tudásbázis

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

Connection

CBFEM

+1

Steel

FAQ

What is the CBFEM?

Connection

AISC (USA)

+2

Steel

Tudásbázis

Code-check of welds according to Hong Kong Code

HKG (Hong Kong)

Connection

+2

Steel

Ellenőrzési példa

Web Side Plate Connection

Connection

AS (Australia)

Steel

Ellenőrzési példa

Block shear resistance

IS (India)

CBFEM

+3

Steel

Tudásbázis

The theory behind thin-walled members

Connection

AISC (USA)

+4

Steel

Tudásbázis

Thin-walled members – buckling issues

Connection

AISC (USA)

+3

Steel

Tudásbázis

Code-check of welds according to Russian standards

Connection

CBFEM

+2

Steel

Tudásbázis

Code-check of steel plates according to Russian standards

Connection

CBFEM

+2

Steel

Tudásbázis

Joint classification according to Russian standards

Connection

CBFEM

+3

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Application

National code

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Kategória

Capacity design analysis to deal with seismic checks

Concrete in compression

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 IDEA StatiCa Connection?

Why do I get high bolt forces in endplates?

Who is behind the software and the method?

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

What is the CBFEM?

Code-check of welds according to Hong Kong Code

Web Side Plate Connection

Block shear resistance

The theory behind thin-walled members

Thin-walled members – buckling issues

Code-check of welds according to Russian standards

Code-check of steel plates according to Russian standards

Joint classification according to Russian standards