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571 résultats
Steel
Base théorique
Concrete cone area of single anchor and group of anchors
Connection
Anchoring
+3
Steel
Base théorique
Effective area in check of contact stress in concrete
Connection
Anchoring
+2
Steel
Base théorique
Section model view – drawings (“sketches”)
Connection
AISC (USA)
+6
Steel
Base théorique
Mesh generation error for a plate imported from DXF
Connection
Bolts
+2
Steel
Base théorique
Regional-based item order in the cross-section library
Connection
EN (Eurocode)
+9
Steel
Base théorique
Cross-section library favorites
Connection
Geometry
+9
Steel
Base théorique
Settings dialogue
Connection
AISC (USA)
+2
Steel
Base théorique
Why is 5% 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
Concrete
Base théorique
Codes supported in IDEA StatiCa Concrete
Detail 2D
Member
+5
Steel
Base théorique
Relative positions of members
Connection
EN (Eurocode)
+4
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
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