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315 résultats
Steel
Base théorique
Why is 5% plastic strain limit used in material diagram for AISC?
AISC (USA)
Connection
+1
Steel
Base théorique
Partially supported base plate
Connection
Anchoring
Steel
Base théorique
Limitations of through bolts and hollow sections
Connection
EN (Eurocode)
+2
Steel
Base théorique
Bolt shear force calculated per shear plane
Connection
EN (Eurocode)
+4
Steel
Base théorique
Updated CBFEM solver
Connection
Member
+5
Steel
Base théorique
An improved model of contacts
Connection
AISC (USA)
+3
Steel
Base théorique
Codes supported in IDEA StatiCa Steel
Connection
Member
+9
Steel
Concrete
Base théorique
How to change units in IDEA StatiCa
Connection
Member
+1
Steel
Base théorique
Relative positions of members
Connection
EN (Eurocode)
+4
Steel
Concrete
Base théorique
Singularities vs. stress concentration area
Detail 2D
Member
Steel
Base théorique
Contacts between steel connection plates
Connection
AISC (USA)
+3
Steel
Base théorique
Thin-walled steel members
Connection
AISC (USA)
+9
Steel
Base théorique
Welded connections analysis
Connection
AISC (USA)
+9
Steel
Base théorique
Distance between plates connected by a contact
Connection
Contacts
+2
Steel
Base théorique
How to set position of bolts
Connection
Bolts
+1
Steel
Base théorique
Plate and weld clash check
Connection
EN (Eurocode)
+3
Steel
Base théorique
Combining weld and contact operations
Connection
EN (Eurocode)
+3
Steel
Base théorique
Weld size and length
Connection
EN (Eurocode)
+3
Steel
Base théorique
Bolts are too close to plate edge
Connection
Bolts
+2
Steel
Base théorique
Through bolts for hollow sections warning
Connection
EN (Eurocode)
+2
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