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1199 résultats
Steel
Base théorique
Why is 5% strain limit used in material diagram for AISC?
AISC (USA)
Connection
+1
Concrete
Base théorique
Tendons out of the section
Beam
EN (Eurocode)
+1
Concrete
Base théorique
Selected load cases from SCIA Engineer to IDEA StatiCa via XML
EN (Eurocode)
Load effects
+2
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
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
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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