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9.20.11.2.(3) | Application | Intent |
OS1 | OS2 | OP2 | OH1 | OH4 | OS3 |
Objective | OS1 Fire Safety |
Attribution | |
Application | Application 1: Material, size, spacing and shape of ties for transverse
masonry walls providing lateral support to above-ground masonry walls, 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:
This is to limit the probability of an inability
to transfer lateral loads from masonry walls to intersecting walls intended
to provide lateral support, which could lead to inadequate lateral stiffness,
which could lead to an inability to resist lateral loads or inadequate distribution
of gravity loads, which could lead to cracking or buckling.
Where masonry construction is required to provide fire resistance,
this is to limit the probability of compromised fire resistance of the assembly,
which could lead to harm to persons.
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