Hi all,
I have to design a steel deck with concrete fill. The manufacturer's reports (from ICC site) show tables with the diaphragm shear values. I'd like to know if and how these values can become greater, and if there are some documents with design procedures of steel decks.
Thank you
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