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1364 résultats
Steel
Base théorique
How to change units in IDEA StatiCa Connection
Connection
Member
+1
Concrete
Base théorique
Speeding up the solver of IDEA StatiCa for concrete design
Detail 2D
ACI (USA)
+2
Concrete
Base théorique
Codes supported in IDEA StatiCa Concrete
Detail 2D
Member
+5
Concrete
Base théorique
Combinations and strength reduction factor in ACI
ACI (USA)
Detail 2D
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
Contact stress between two plates
Connection
AISC (USA)
+2
Steel
Base théorique
Contacts between steel connection plates
Connection
AISC (USA)
+3
Steel
Base théorique
Bearing type options for bolts in version 21.1 and onwards
Connection
AISC (USA)
+2
Steel
Base théorique
Thin-walled steel members
Connection
AISC (USA)
+9
Steel
Base théorique
Class 4 cross-sections: slender member plates in Member application
Member
GMNA
+1
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
Butt welds upgraded model
Connection
AISC (USA)
+3
Steel
Base théorique
Check of missing welds
Connection
AISC (USA)
+4
Steel
Base théorique
Import of recommended welds
Connection
AISC (USA)
+7
Steel
Base théorique
Weld size and length
Connection
EN (Eurocode)
+3
Steel
Base théorique
Bolts are too close to plate edge
Connection
Bolts
+2
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