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1910.5.2 Frame Members Not Proportioned to Resist Forces Induced by Earthquake Motions
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Frame components assumed not to contribute to lateral force resistance shall conform to ACI 318, Section 21.11, as modified by Section 1908.1. 6 of this chapter.
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1910.5.2 Concrete, Frame Members Not Proportioned to Resist Forces Induced by Earthquake Motions
Frame components assumed not to contribute to lateral force resistance shall conform to ACI 318, Section 21.11, as modified by Section 1908.1. 6 ...
NYC Building Code 2008 > 19 Concrete > 1910 Seismic Design Provisions > 1910.5 Seismic Design Category D > 1910.5.2 Frame Members Not Proportioned to Resist Forces Induced by Earthquake Motions
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NYC Building Code 2008 > 16 Structural Design > 1616 Earthquake Loads — Criteria Selection > 1616.1 Structural Design Criteria
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NYC Building Code 2008 > 16 Structural Design > 1617 Earthquake Loads — Minimum Designlateral Force and Related Effects > 1617.6 Seismic-Force-Resisting Systems > 1617.6.2 Seismic-Force-Resisting Systems (For Use in the Simplified Analysis Procedure of Section 1617.5) > 1617.6.2.4 System Limitations for Seismic Design Category D > 1617.6.2.4.2 Deformational Compatibility