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9.20.8.5.(1) | Application | Intent |
| OH1 | OS2 | OP2 | OS1 |
| Objective | OP2 Structural Sufficiency of the Building |
| Attribution | |
| Application | Application 1: Maximum projection of masonry veneer of hollow units
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
and instability. This is to limit the probability of:
This is to limit the probability of damage to the building.
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