StruKturdg
Structural
- Jan 8, 2008
- 22
Is stated in any code that the 1.5 SF for overturning is required? Using the ASD Basic Load Combos or the Alternative Load Combos.
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that ASD applies its strength safety factors to the resistance side of the equation.
1-12. STABILITY. The building foundation must be capable of safely transferring all vertical
and horizontal forces, due to specified design load combinations, to the supporting soil or rock.
The mechanism used for the transmission of horizontal forces may be friction between the
bottom of the footing and ground, friction between the floor slab and ground, and /or lateral
resistance of soil against vertical surfaces of grade beams, basement walls, footings, piles, or
pile caps. Net upward forces on footings and piles, which must be resisted to prevent
overturning and/or flotation, will be considered in the foundation design. Dead load should
include the benefits of weight of the overlying fill in resisting sliding, overturning, and flotation.
Structures will be designed to resist overturning effects caused by seismic forces in
accordance with TI 809-04. For load combinations other than earthquake when load
combinations applicable to allowable stress design (ASCE 7, paragraph 2.4.1) are used for the
foundation design, the building will have a minimum safety factor of 1.5 against sliding,
overturning, and flotation.