The design of cold-formed carbon and lowalloy steel structural members shall be in accordance with AISI S100. The design of cold-formed stainless-steel structural members shall be in accordance with ASCE 8. Coldformed steel light-frame construction shall also comply with Section 2211. Where required, the seismic design of coldformed steel structures shall be in accordance with the additional provisions of Section 2210.2.
The design and construction of coldformed steel decks shall be in accordance with this section.
Noncomposite steel floor decks shall be permitted to be designed and constructed in accordance with ANSI/SDI-NC1.0.
Steel roof decks shall be permitted to be designed and constructed in accordance with ANSI/SDI-RD1.0.
Composite slabs of concrete and steel deck shall be permitted to be designed and constructed in accordance with SDI-C, Standard for Composite Steel Floor Deck-Slabs.
Where a response modification coefficient, R, in accordance with ASCE 7, Table 12.2-1 is used for the design of cold-formed steel structures, the structures shall be designed and detailed in accordance with the requirements of AISI S100, ASCE 8, and, for cold-formed steel special-bolted moment frames, AISI S110.