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Concrete

Base théorique

Wireframe view & result interpretation of concrete members

Member

Overall check

+1

Concrete

Base théorique

Bulk import from DXF drawing

Detail

EN (Eurocode)

+2

Steel

Base théorique

Baseplate connection without anchors

Connection

EN (Eurocode)

+2

Steel

Vérifications

Pipe – Shear lag connection in bracing

AISC (USA)

Welds

+1

Steel

Base théorique

Known limitations for ETABS / SAP2000

Connection

AISC (USA)

+4

Concrete

Base théorique

How to input the strength reduction factor according to ACI

Detail

Reinforcement

+1

Concrete

Base théorique

How to create the combinations of load cases according to ACI

ACI (USA)

Detail

+2

Steel

Vérifications

Flush moment end plate connections (AISC)

AISC (USA)

Bolts

+2

Steel

Vérifications

End plate shear connection

CISC (Canada)

Connection

Steel

Vérifications

Eccentric loads on bolt groups

CISC (Canada)

Connection

Steel

Base théorique

Does AISC allow the use of FEA for connection design?

Connection

AISC (USA)

+1

Steel

Concrete

Base théorique

Coupling Beams and IDEA StatiCa

Detail

Member

Steel

Vérifications

Coped beam

CISC (Canada)

Connection

Steel

Vérifications

Concrete in compression

CISC (Canada)

Connection

Steel

Base théorique

Complex AISC bolted joint design and code-check by cleats and T-stubs

AISC (USA)

Connection

Steel

Vérifications

Comparison of IDEA StatiCa Connection to ANSYS

Connection

Bolts

+3

Steel

Vérifications

Cap plate connection of CHS profile (AISC)

AISC (USA)

Bolts

+2

Steel

Vérifications

Brace Connection at beam-column connection in a braced frame – Double Angle Brace (AISC)

Connection

AISC (USA)

+1

Steel

Vérifications

Bolts in slip-critical connection

CISC (Canada)

Connection

Steel

Vérifications

Bolts in combined tension and shear

CISC (Canada)

Connection

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Application

National code

BIM link

Catégorie

Wireframe view & result interpretation of concrete members

Bulk import from DXF drawing

Baseplate connection without anchors

Pipe – Shear lag connection in bracing

Known limitations for ETABS / SAP2000

How to input the strength reduction factor according to ACI

How to create the combinations of load cases according to ACI

Flush moment end plate connections (AISC)

End plate shear connection

Eccentric loads on bolt groups

Does AISC allow the use of FEA for connection design?

Coupling Beams and IDEA StatiCa

Coped beam

Concrete in compression

Complex AISC bolted joint design and code-check by cleats and T-stubs

Comparison of IDEA StatiCa Connection to ANSYS

Cap plate connection of CHS profile (AISC)

Brace Connection at beam-column connection in a braced frame – Double Angle Brace (AISC)

Bolts in slip-critical connection

Bolts in combined tension and shear