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9.20.9.1.(1) | Application | Intent |
| OH1 | OS2 | OP2 | OS1 | OH4 | OS3 |
| Objective | OS2 Structural Safety |
| Attribution | |
| Application | Application 1: Vertical joints in adjacent courses in:
This applies to masonry construction to
which Section 9.20. applies [see Sentence 9.20.1.1.(1) for
application of Section 9.20.], 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 an inadequate resistance to
in-plane and transverse shear stresses, which could lead to cracking or structural
failure of vertical mortar joints. 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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