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2210.2 Seismic Requirements for Cold-Formed Steel Structures
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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, or, for cold-formed steel special-bolted moment frames, AISI S400.
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2210.2 Steel, Seismic Requirements for Cold-Formed Steel Structures
, the structures shall be designed and detailed in accordance with the requirements of AISI S100, ASCE 8, or, for cold-formed steel special-bolted moment ...
2210.2 Steel, Seismic Requirements for Cold-Formed Steel Structures
, the structures shall be designed and detailed in accordance with the requirements of AISI S100, ASCE 8, or, for cold-formed steel special-bolted moment ...
2211.1.1 Steel, Seismic Requirements for Cold-Formed Steel Structural Systems
The design of cold-formed steel light-frame construction to resist seismic forces shall be in accordance with the provisions of Section 2211.1.1.1 ...
2211.1.1 Steel, Seismic Requirements for Cold-Formed Steel Structural Systems
The design of cold-formed steel light-frame construction to resist seismic forces shall be in accordance with the provisions of Section 2211.1.1.1 ...
2210.1 Steel, General
-steel structural members shall be in accordance with ASCE 8. Cold-formed steel light-frame construction shall comply with Section 2211. Where required ...