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// CODE SNIPPET

1910.3.1 Ordinary Moment Frames

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

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In flexural members of ordinary moment frames forming part of the seismic-force-resisting system, at least two main flexural reinforcing bars shall be provided continuously top and bottom throughout the beams, through or developed within exterior columns or boundary elements.

1910.3.1.1 Shear

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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