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9.20.12.1.(2) | Application | Intent |
OS2 | OP2 | OH1 | OS1 | OH4 | OS3 |
Objective | OS2 Structural Safety |
Attribution | |
Application | Application 1: Projection of corbeling for masonry, in buildings to
which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application
of Part 9]:
Exceptions:
except as stated in Sentence 9.20.1.1.(2), which applies to buildings other than described above, or where the masonry
is designed for specified loads on the basis of ultimate and serviceability
limit states.
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Intent | Intent 1: To limit the probability of excessive eccentricity of loads,
which could lead to foundation walls being unable to resist gravity loads
or earth pressure from the exterior, which could lead to cracking of foundation
walls and supported walls or floors. This is to limit
the probability of compromised structural integrity, which could lead to:
This is to limit the probability of harm to persons.
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