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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


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
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
2304.11.2.6 Wood, Posts or Columns
to the weather or located in basements or cellars, supported by concrete piers or metal pedestals projected at least 1 inch (25 mm) above the slab or deck ...
NYC Building Code 2008 > 23 Wood > 2304 General Construction Requirements > 2304.11 Protection Against Decay and Termites > 2304.11.2 Wood Used Above Ground > 2304.11.2.6 Posts or Columns
2304.11.2.7 Wood, Posts or Columns
in basements or cellars, supported by concrete piers or metal pedestals projected at least 1 inch (25 mm) above the slab or deck and 6 inches (152 mm) above ...
NYC Building Code 2014 > 23 Wood > 2304 General Construction Requirements > 2304.11 Protection Against Decay and Termites > 2304.11.2 Wood Used Above Ground > 2304.11.2.7 Posts or Columns
Article 19 Reinforced Concrete and Plain Concrete Construction [PDF] (page 45)
distributed over the area of the footing covered by the column, pedestal, wall, or metallic column base. c. In cases where the footing is eccentrically ...
NYC 1938 Code [PDF] > 19 Reinforced Concrete and Plain Concrete Construction
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