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4.1.3.2.(4) | Application | Intent |
| OS2 | OP2 |
| Objective | OP2 Structural Sufficiency of the Building |
| Attribution | |
| Application | Application 1: Counteracting factored dead load to
be used in the structural design of buildings and
their structural elements to determine anchorage requirements and factored
member resistances using the limit states method.
Exceptions:
except as stated in Sentence 4.1.8.16.(1), which applies to buildings where the seismic design allows for rocking
footings.
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| Intent | Intent 1: To limit the probability that the counteracting factored
dead load used for the structural design of buildings and their structural
elements will not be adequate for the determination of anchorage requirements
and factored member resistances, which could lead to the excessive deformation
of, or excessive stress in, structural components, which could lead to damage
to the building. |
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