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Concrete
FAQ
What is the CSFM?
Detail
ACI (USA)
+3
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
+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
Steel
Vérifications
Verification and validation: Symmetrical angles in compression
Member
Concrete
Base théorique
How do you find the reactions in IDEA StatiCa Detail?
Detail
ACI (USA)
+3
Concrete
Base théorique
Point distributed support
Detail
EN (Eurocode)
+3
Steel
Tutoriels
Column (EN) - unfinished draft, low priority
EN (Eurocode)
CBFEM
Steel
Base théorique
Known limitations for Advance Steel
Connection
Member
+5
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
Concrete
Base théorique
Shear
RCS
Beam
Concrete
Base théorique
Torsion
RCS
Beam
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
Steel
Base théorique
Check of concrete block according to SP - new
Connection
CBFEM
+2
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