How to model one bolt connection
How to create and use custom cross-section
Why to use build-up steel cross-section
Equilibrium and supporting member.
How to define load position
How to import load effects from Excel spreadsheet
Bolts are too close to plate edge or outside of the connected plate
Load import from FEA programs
Where is the definition of member length
How does IDEA StatiCa work with CAD applications
Tips and limitations for exporting from Tekla Structures
Tips and limitations for exporting from Advance Steel
Opening older models in current version
How to extend members by a cut
When to use a stiffening member
How to save time by copying manufacturing operations
How to edit the shape of a plate with Plate editor
How to import plate from DXF
How to define pre-loaded bolts
How to model footing with connecting plate
How to model both side splice plates
How to manage Project Items efficiently
Code setup – Stop at limit strain function.
Initial rotational stiffness of a beam with a long haunch
How are welds modeled in IDEA StatiCa
Weld size differences between EC and AISC (CISC) codes
User defined material, bolt grade or something else
Bolt position tips - end plate connection
How to change analysis type
Equivalent stress above acceptable levels, but check remains OK. Why?
Why there are tension forces in bolt in fin plate connection
How to make Stiffness analysis for complex joints efficiently
Distance between plates when using Bolt or Contact.
What is the correct length of the weld
Why do I get high bolt forces in end plates
Why is 5% strain limit used in material diagram for AISC
Why is 5% strain limit used in material diagram for EC
How do checks in IDEA StatiCa Connection align with the code
How to evaluate the buckling results
Concrete cone failure in accordance with ETAG 001 Annex C
How to export report to MS Word, DXF or PDF files
What is the Singularity?
I already have a connection design tool, why to bother with IDEA Connection?
How fast is it to learn IDEA Connection
How do I know that IDEA Connection is safe
Do I have to be a finite element expert to use IDEA Connection?
Who is behind the software and the method
Why is IDEA Connection more expensive than standard tools for connection design?
What is the difference in using IDEA Connection and programs like Abaqus or ANSYS?