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Steel
Controles
Coped beam
CISC (Canada)
Connection
Steel
Controles
Concrete in compression
CISC (Canada)
Connection
Steel
Kennisbank
Complex AISC bolted joint design and code-check by cleats and T-stubs
AISC (USA)
Connection
Steel
Controles
CBFEM validation: Block shear behavior
AISC (USA)
CBFEM
+3
Steel
Controles
Cap plate connection of CHS profile (AISC)
AISC (USA)
Bolts
+2
Steel
Controles
Bolts in slip-critical connection
CISC (Canada)
Connection
Steel
Controles
Bolts in combined tension and shear
CISC (Canada)
Connection
Steel
Controles
Bolted splice connection
CISC (Canada)
Connection
Steel
Controles
Column base plate in braced bay LRFD (AISC)
Connection
AISC (USA)
Steel
Controles
Bolted flange plate moment connection – LRFD
AISC (USA)
Bolts
+2
Steel
Kennisbank
Known limitations for STAAD.Pro
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STAAD.Pro
+2
Steel
Kennisbank, Controles
Beam or column web with concentrated forces
Beam
AISC (USA)
+3
Steel
Controles
Anchor bolts in tension and shear
CISC (Canada)
Connection
Steel
Controles
Anchor bolts in tension
CISC (Canada)
Connection
Steel
Controles
All welded double-angle connection (AISC)
AISC (USA)
CBFEM
+2
Steel
Controles
Stiffness analysis - W to HSS moment connection (AISC)
AISC (USA)
Moment Connection
+3
Steel
Controles
Extended moment end-plate connection – ASD
AISC (USA)
Bolts
+1
Steel
Controles
Branch/Through-Plate Connection with Rectangular HSS (AISC)
Connection
AISC (USA)
Steel
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STAAD.Pro link for member design
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STAAD.Pro
+6
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Eccentrically loaded footing (3D BETA)
EN (Eurocode)
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Structural design of cold formed sections
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