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Steel
Kennisbank
Why is 5% plastic strain limit used in material diagram for AISC?
AISC (USA)
Connection
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Steel
Kennisbank
Partially supported base plate
Connection
Anchoring
Steel
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Default member length in Connection
Connection
Geometry
+3
Steel
Kennisbank
Limitations of through bolts and hollow sections
Connection
EN (Eurocode)
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Steel
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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 define connections made with pins
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
Bearing type options for bolts in version 21.1 and onwards
Connection
AISC (USA)
+2
Steel
Kennisbank
Butt welds upgraded model
Connection
AISC (USA)
+3
Steel
Kennisbank
Check of missing welds
Connection
AISC (USA)
+4
Steel
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Import of recommended welds
Connection
AISC (USA)
+7
Steel
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Slip resistance check update according to SP 16
Connection
Bolts
+1
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Notch on a member
Connection
AISC (USA)
+2
Steel
Theoretische achtergrond
Shell elements – benchmark studies
Plates
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Steel
Kennisbank
Connecting plate eccentricity
Connection
AISC (USA)
+3
Steel
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Cleat manufacturing operation improvements
Connection
Geometry
+1
Steel
Kennisbank
110 new connection templates in the starting wizard
Connection
Connection Library
Steel
Kennisbank
Right mouse button actions
Connection
AISC (USA)
+3
Steel
Kennisbank
How to put rotational stiffness into your FEA model
Connection
midas Civil + Gen
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