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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
Concrete
Base théorique
User guide - IDEA StatiCa Frame
ACI (USA)
EN (Eurocode)
+1
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
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
Steel
Base théorique
Through bolts for hollow sections warning
Connection
EN (Eurocode)
+2
Steel
Base théorique
Slip resistance check update according to SP 16
Connection
Bolts
+1
Steel
Base théorique
Bearing type options for bolts in version 21.1 and onwards
Connection
AISC (USA)
+2
Steel
Base théorique
Member model organization
Member
Geometry
+2
Steel
Base théorique
Notch on a member
Connection
AISC (USA)
+2
Steel
Concrete
Base théorique
Use global/local coordinates in supports settings
Member
EN (Eurocode)
+2
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