Hi,
Does anybody have some tips for calculating FRL for columns (slender) in sway frames.
Im based in Australia, AS3600 does not provide data for the above condition. It does reference Eurocode 2, Part 1.2.
Im not familar with Eurocode, but I understand I can calculate the reduced cross...
Probably a stupid question, but need some basic algebra help regarding elastic analysis of rectangular section.
Solve for k:
How do you get from
k^2/n(1-k) = 2p
to
k = (sqroot 2pn + (pn)^2)-pn
If someone could break that down that would be great.