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9.20.12.3.(1) | Application | Intent |
| OH1 | OS2 | OP2 |
| Objective | OP2 Structural Sufficiency of the Building |
| Attribution | |
| Application | Application 1: Maximum projection, beyond the supporting base, of
masonry veneer resting on a bearing support, 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 cracking of masonry veneer. This is
to limit the probability of:
This is to limit the probability of:
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