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// CODE SNIPPET

1910.4.3.3 Pedestals

NYC Building Code 2008 > 19 Concrete > 1910 Seismic Design Provisions > 1910.4 Seismic Design Category C > 1910.4.3 Plain Concrete > 1910.4.3.3 Pedestals
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Plain concrete pedestals shall not be used to resist lateral seismic forces.

Related Code Sections


14.3.3 Plain Concrete, Pedestals
Ratio of unsupported height to average least lateral dimension shall not exceed 3 ...
Building Code Requirements for Structural Concrete of New York City > 14 Plain Concrete > 14.3 Design Limits > 14.3.3 Pedestals
1910.4.3.3 Concrete, Pedestals
Plain concrete pedestals shall not be used to resist lateral seismic forces ...
NYC Building Code 2008 > 19 Concrete > 1910 Seismic Design Provisions > 1910.4 Seismic Design Category C > 1910.4.3 Plain Concrete > 1910.4.3.3 Pedestals
10.7.6.1.6 Columns,
If anchor bolts are placed in the top of a column or pedestal, the bolts shall be enclosed by transverse reinforcement that also surrounds at least ...
Building Code Requirements for Structural Concrete of New York City > 10 Columns > 10.7 Reinforcement Detailing > 10.7.6 Transverse Reinforcement > 10.7.6.1 General > 10.7.6.1.6
Article 19 Reinforced Concrete and Plain Concrete Construction [PDF] (page 47)
through C261552.0. §C26-1552.0. Transfer of stress at base of column.a. The stress in the longitudinal reinforcement of a column or pedestal shall ...
NYC 1938 Code [PDF] > 19 Reinforced Concrete and Plain Concrete Construction
10.1 Columns, Scope
This chapter shall apply to the design of nonprestressed, prestressed, and composite columns, including reinforced concrete pedestals ...
Building Code Requirements for Structural Concrete of New York City > 10 Columns > 10.1 Scope
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