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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.

Related Code Sections


18.3 Earthquake-Resistant Structures, Ordinary Moment Frames
This section shall apply to ordinary moment frames forming part of the seismic-force-resisting system ...
Building Code Requirements for Structural Concrete of New York City > 18 Earthquake-Resistant Structures > 18.3 Ordinary Moment Frames
1910.3.1 Concrete, Ordinary Moment Frames
In flexural members of ordinary moment frames forming part of the seismic-force-resisting system, at least two main flexural reinforcing bars shall ...
NYC Building Code 2008 > 19 Concrete > 1910 Seismic Design Provisions > 1910.3 Seismic Design Category B > 1910.3.1 Ordinary Moment Frames
1910.3 Concrete, Seismic Design Category B
In flexural members of ordinary moment frames forming part of the seismic-force-resisting system, at least ...
NYC Building Code 2008 > 19 Concrete > 1910 Seismic Design Provisions > 1910.3 Seismic Design Category B
18.2.1.6 Earthquake-Resistant Structures,
moment frames shall satisfy 18.3. Ordinary reinforced concrete structural walls and ordinary precast structural walls need not satisfy any provisions ...
Building Code Requirements for Structural Concrete of New York City > 18 Earthquake-Resistant Structures > 18.2 General > 18.2.1 Structural Systems > 18.2.1.6
1613.6.1 Structural Design, Additional Seismic-Force-Resisting Systems for Seismically Isolated Structures
) as defined in Chapter 11 of ASCE 7-10 and ordinary moment frames (OMFs) as defined in Chapter 11 of ASCE 7-10 are permitted to be taken as 160 feet (48 ...
NYC Building Code 2014 > 16 Structural Design > 1613 Earthquake Loads > 1613.6 Alternatives to ASCE 7-10 > 1613.6.1 Additional Seismic-Force-Resisting Systems for Seismically Isolated Structures
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