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Steel
Voorbeeldproject
Extended shear plate
Connection
AISC (USA)
Steel
Voorbeeldproject
Base plate with cruciform shear lug
Connection
AISC (USA)
Steel
Controles
Verification study: Shear connections with coped beams (AISC)
Connection
Buckling
Steel
Kennisbank
Warping of members – Load in shear center
Connection
Member
+5
Steel
Kennisbank
Bolts and preloaded bolts connections
Connection
AISC (USA)
+9
Steel
Kennisbank
Effective area in check of contact stress in concrete
Connection
Anchoring
+2
Steel
Kennisbank
Percentage loading
Connection
AISC (USA)
+2
Steel
Kennisbank
Regional-based item order in the cross-section library
Connection
EN (Eurocode)
+9
Steel
Kennisbank
Cross-section library favorites
Connection
Geometry
+9
Steel
Kennisbank
Settings dialogue
Connection
AISC (USA)
+2
Steel
Kennisbank
Why is 5% strain limit used in material diagram for AISC?
AISC (USA)
Connection
+1
Steel
Kennisbank
Partially supported base plate
Connection
Anchoring
Steel
Kennisbank
Limitations of through bolts and hollow sections
Connection
EN (Eurocode)
+2
Steel
Kennisbank
Bolt shear force calculated per shear plane
Connection
EN (Eurocode)
+4
Steel
Kennisbank
An improved model of contacts
Connection
AISC (USA)
+3
Steel
Kennisbank
How to change units in IDEA StatiCa Connection
Connection
Member
+1
Steel
Kennisbank
Contact stress between two plates
Connection
AISC (USA)
+2
Steel
Kennisbank
Distance between plates connected by a contact
Connection
Contacts
+2
Steel
Kennisbank
Butt welds upgraded model
Connection
AISC (USA)
+3
Steel
Kennisbank
Check of missing welds
Connection
AISC (USA)
+4
Steel
Kennisbank
Import of recommended welds
Connection
AISC (USA)
+7
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