FiniteElemet
Civil/Environmental
- May 16, 2004
- 41
Hi,
For a single angle in tension with bolted connection in horiZontal leg, you have yielding tensile strength controlling. How would you explain to select rz over other radii of gyration while calculating slenderness ratio.
Is there a way to remember which radius of gyration to select among all provided values?
Thanks
For a single angle in tension with bolted connection in horiZontal leg, you have yielding tensile strength controlling. How would you explain to select rz over other radii of gyration while calculating slenderness ratio.
Is there a way to remember which radius of gyration to select among all provided values?
Thanks