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 version 9
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?
How is concrete cone failure calculated?
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?