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622 résultats
Steel
Vérifications

Compressed Stiffeners in Structural Connections
Connection
AISC (USA)
+3
Steel
Vérifications

Bolts and Compressed Plates Modelling
Connection
AISC (USA)
+4
Steel
Vérifications

Bending stiffness of welded joint of open sections
Connection
CBFEM
+4
Steel
FAQ

Types of analysis in member design
Member
CBFEM
+2
Steel
Vérifications

Lateral-torsional buckling of a beam with transverse stiffeners
Member
AISC (USA)
+2
Steel
FAQ

Is IDEA StatiCa Connection a FEM solution like Abaqus or ANSYS?
Connection
AISC (USA)
+3
Steel
FAQ

I already have a connection design tool, why to bother with IDEA StatiCa Connection?
Connection
AISC (USA)
+4
Steel
Base théorique

How to define preloaded bolts
Connection
AISC (USA)
+3
Steel
FAQ

How fast is it to learn IDEA StatiCa Connection?
Connection
EN (Eurocode)
+3
Steel
FAQ

How do I know that IDEA StatiCa Connection is safe?
Connection
AISC (USA)
+3
Steel
Vérifications

Haunched joint – capacity design
Connection
CBFEM
+3
Steel
Vérifications

Geometrically and materially nonlinear analysis with imperfections (GMNIA) of beams in bending
Member
Buckling
+1
Steel
Vérifications

Geometrically and materially nonlinear analysis with imperfections (GMNIA) of columns in compression

Buckling
Member
Steel
Vérifications

Fire design: Welded lap joint
Fire resistance
Welds
Steel
Vérifications

Fatigue analysis – Butt welds of I section
Connection
AISC (USA)
+3
Steel
FAQ

Do I have to be a FEM expert to use IDEA StatiCa Steel?
Connection
Member
+3
Steel
Base théorique

Detailing of bolts and welds according to Hong Kong Code
HKG (Hong Kong)
Connection
+3
Steel
Base théorique

Code-check of concrete block according to Indian standards
IS (India)
CBFEM
+2
Steel
Base théorique

Code-check of concrete block according to Hong Kong Code
HKG (Hong Kong)
Connection
+2
Steel
Base théorique

Classification according to stiffness for Indian standard
IS (India)
CBFEM
+2
Steel
Base théorique

Classification according to stiffness for Hong Kong Code
HKG (Hong Kong)
Connection
+2