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9.20.6.3.(2) | Application | Intent |
| + | OS2 | OP2 |
| Objective | OS2 Structural Safety |
| Attribution | |
| Application | Application 1: Thickness of above-ground, non-loadbearing,
interior, unreinforced and nominally reinforced 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 inadequate resistance to horizontal
impact forces, which could lead to buckling of walls, which could lead to
structural collapse, which could lead to harm to persons. |
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