cam_b
Structural
- Feb 21, 2024
- 18
When designing a column to AS3600, I find it a bit unclear exactly how PhiNu should be calculated. Figure C5.6.3 in the commentary shows an interaction diagram where a straight line is drawn from 0,0 and through M*,N*. PhiNu is then taken at the point where this line intersects the curve. But it seems to me that this would only apply to a short column. In a slender column, the moment magnifiers increase as N* increases. Therefore, wouldn’t the path of M* and N* follow a curved line, so PhiNu should be lower for slender columns?
Does anybody have any thoughts on this? I am asking specifically related to fire design, as some of the tables in AS3600 rely on the ratio of Nf*/PhiNu. But for some slender columns, increasing Nf* by a relatively small amount can change the ratio quite dramatically due to the increasing moment magnifiers.
Thanks.
Does anybody have any thoughts on this? I am asking specifically related to fire design, as some of the tables in AS3600 rely on the ratio of Nf*/PhiNu. But for some slender columns, increasing Nf* by a relatively small amount can change the ratio quite dramatically due to the increasing moment magnifiers.
Thanks.