Bolt component model in IDEA StatiCa
What are bolts in IDEA StatiCa?
How are they modeled and how do they function?
Which problems can be solved with these bolts and which can not?
![Torsion [Part 3]](https://images.squarespace-cdn.com/content/v1/66671062f13c911d334d6db1/1725573877347-2MKVEKDAL7FNVKD7Z22V/Part3logo.png)
Torsion [Part 3]
Why does channel section always twisting?
What is bimoment and how to calculate it?
Is it possible to calculate a beam for torsion in general software?
How to define boundary conditions for a beam subjected to warping torsion?
![Torsion [Part 2]](https://images.squarespace-cdn.com/content/v1/66671062f13c911d334d6db1/1724272371890-O7OTICI9WDMD4WHQ5MPM/Part2logo.png)
Torsion [Part 2]
Will a pair of stiffeners help your I-beam with torsion or not?
What is a closed section and why is it SO effective for torsion resistance?
See the difference between open and closed sections—prepare to be surprised!
How can we minimize the torsion deformation of an open section? Is it even possible?