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9.20.15.2.(1) | Application | Intent |
OS2 | OP2 |
Objective | OS2 Structural Safety |
Attribution | |
Application | Application 1: Installation of reinforcement for loadbearing,
above-ground masonry elements, in buildings more
than 1 storey in building height that
are in regions where the spectral response acceleration Sa(0.2)
is greater than 0.55 and in buildings 3 storeys in building height that are in regions where the spectral
response acceleration Sa(0.2) is greater than 0.35 and less than
or equal to 0.55 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 inappropriate installation,
which could lead to inadequate ductility, which could lead to an inadequate
resistance to shear and tensile stresses induced by earthquake loads, which
could lead to structural failure of masonry, which could lead to harm to persons.
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