ichnos
Structural
- Feb 6, 2008
- 3
Hi all,
i'd like to know if it is possible to perform the steel design procedure (aisc-asd-05) if my model has custom steel sections, drawn through the utility "section designer".
it's important to know if the slenderness ratio for webs and flanges are taken into account.
thanks
i'd like to know if it is possible to perform the steel design procedure (aisc-asd-05) if my model has custom steel sections, drawn through the utility "section designer".
it's important to know if the slenderness ratio for webs and flanges are taken into account.
thanks