Discontinuous LFRS in NBCC 2010 / CSA A23
Discontinuous LFRS in NBCC 2010 / CSA A23
(OP)
Hello
Unlike the ASCE there is no overstrength load combination required for such elements.
Is it ok to design such elments for overstrength = Ro of that used system?
thanks
Unlike the ASCE there is no overstrength load combination required for such elements.
Is it ok to design such elments for overstrength = Ro of that used system?
thanks





