Effective Length Factors for Aluminum and Steel Design
Keywords
Effective length Effective length factor Stability Flexural buckling Buckling
Write Comment...
Write Comment...

In the case of open cross-sections, the torsional load is removed mainly via secondary torsion, since the St. Venant torsional stiffness is low compared to the warping stiffness.
- I need to define different types of lateral intermediate restrains for a single element in RF-/STEEL EC3. Is this possible?
- The printout report of the STEEL EC3 results is too long. How can I reduce the content to a minimum?
- Can I design members with Class 4 sections according to CSA S16 in the Steel Design add-on?
Associated Products