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9.20.9.1.(1) | Application | Intent |
OH1 | OS2 | OP2 | OS1 | OH4 | OS3 |
Objective | OS3 Safety in Use |
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:
For floors and elements supporting floors, this is to limit the
probability of persons losing their balance, tripping or falling, which could
lead to harm to persons.
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