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1609.1.4 Anchorage Against Overturning, Uplift and Sliding
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Structural members and systems and components and cladding in a building or structure shall be anchored to resist wind-induced overturning, uplift and sliding and to provide continuous load paths for these forces to the foundation.
Where a portion of the resistance to these forces is provided by dead load, the dead load, including the weight of soils and foundations, shall be taken as the minimum dead load likely to be in place during a design wind event.
Where a portion of the resistance to these forces is provided by dead load, the dead load, including the weight of soils and foundations, shall be taken as the minimum dead load likely to be in place during a design wind event.
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Related Code Sections
1609.1.3 Structural Design, Anchorage Against Overturning, Uplift and Sliding
Structural members and systems and components and cladding in a building or structure shall be anchored to resist wind-induced overturning, uplift ...
1609.1.4 Structural Design, Anchorage Against Overturning, Uplift and Sliding
Structural members and systems and components and cladding in a building or structure shall be anchored to resist wind-induced overturning, uplift ...
1609.1.4 Structural Design, Anchorage Against Overturning, Uplift and Sliding
Structural members and systems and components and cladding in a building or structure shall be anchored to resist wind-induced overturning, uplift ...
1806.1 Soils and Foundations, General
Retaining walls shall be designed to ensure stability against overturning, sliding, excessive foundation pressure and water uplift. Retaining walls ...
Article 12 Foundations, Stability
Stability against overturning shall be provided by the dead load of the building, by the allowable uplift capacity of piling, by anchors ...