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995 résultats
Steel
FAQ

Why IDEA StatiCa Member?
Member
AISC (USA)
+2
Steel
FAQ

Why IDEA StatiCa Connection?
Connection
AISC (USA)
+2
Steel
Base théorique

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
Base théorique

What load transfer device can be used for the simulation of tension in anchors?
Detail 2D
ACI (USA)
+1
Concrete
Base théorique

What is the purpose of result classes?
RCS
Beam
+2
Steel
Base théorique

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
Concrete
FAQ

What are the unique features of IDEA StatiCa Prestressing?
RCS
Beam
+3
Concrete
FAQ

What are the key differences between the methods CSFM and Strut&Tie
ACI (USA)
Detail 2D
+2
Steel
Base théorique

Code-check of welds according to Hong Kong Code
HKG (Hong Kong)
Connection
+2
Steel
Vérifications

Web Side Plate Connection
Connection
AS (Australia)
Steel
Vérifications

Block shear resistance
IS (India)
CBFEM
+3
Concrete
Base théorique

How do you find the reactions in IDEA StatiCa Detail?
Detail 2D
ACI (USA)
+3
Concrete
Base théorique

Point distributed support
Detail 2D
EN (Eurocode)
+3
Steel
Tutoriels

Column (EN) - unfinished draft, low priority
EN (Eurocode)
CBFEM
Steel
Base théorique

The theory behind thin-walled members
Connection
AISC (USA)
+4
Steel
Base théorique

Thin-walled members – buckling issues
Connection
AISC (USA)
+3
Steel
Base théorique

Code-check of welds according to Russian standards
Connection
CBFEM
+2
Steel
Base théorique

Code-check of steel plates according to Russian standards
Connection
CBFEM
+2
Steel
Base théorique

Joint classification according to Russian standards
Connection
CBFEM
+3