// CODE SNIPPET
1910.5.2 Frame Members Not Proportioned to Resist Forces Induced by Earthquake Motions
Related Code Sections
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
1908.1.2 Concrete, ACI 318, Section 21.2.1
concrete structural walls shall be used to resist seismic forces induced by earthquake motions. Where the design seismic loads are computed using ...
NYC Building Code 2008 > 19 Concrete > 1908 Modifications to ACI 318 > 1908.1 General > 1908.1.2 ACI 318, Section 21.2.1
1616.1 Structural Design, Structural Design Criteria
, or paths, with adequate strength and stiffness to transfer forces induced by the design earthquake ground motions from the points ...
NYC Building Code 2008 > 16 Structural Design > 1616 Earthquake Loads — Criteria Selection > 1616.1 Structural Design Criteria
Section 1613 Structural Design, Earthquake Loads Definations
ground motion at the site. SEISMIC-FORCE-RESISTING SYSTEM . The part of the structural system that has been considered in the design to provide ...
1618.104.22.168.2 Structural Design, Deformational Compatibility
The moments and shears induced in components that are not included in the seismic-force-resisting system in the direction under consideration shall ...
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) > 1622.214.171.124 System Limitations for Seismic Design Category D > 16126.96.36.199.2 Deformational Compatibility