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1910.3.1.1 Shear

NYC Building Code 2008 > 19 Concrete > 1910 Seismic Design Provisions > 1910.3 Seismic Design Category B > 1910.3.1 Ordinary Moment Frames > 1910.3.1.1 Shear

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Columns of ordinary moment frames having a clear height-to-maximum-plan-dimension ratio of five or less shall be designed for shear in accordance with Section 21.12.3 of ACI 318.

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NYC Building Code 2008 > 19 Concrete > 1910 Seismic Design Provisions > 1910.3 Seismic Design Category B > 1910.3.1 Ordinary Moment Frames > 1910.3.1.1 Shear