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9.23.4.4.(3) | Application | Intent |
OS2 | OP2 | OH1 | OS1 | OH4 | OS3 |
Objective | OS2 Structural Safety |
Attribution | |
Application | Application 1: Reduction in maximum spans for lumber beams or in
maximum supported length of floor joists used to support floors with a concrete
topping not more than 51 mm thick, in residential applications
or where the live load on any floor does not exceed 1.9
kPa, in wood-frame constructions to which Section 9.23. applies
[see Sentence 9.23.1.1.(1) for application of Section 9.23.].
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Intent | Intent 1: To limit the probability of excessively long spans of beams
or joists, which could lead to beams being unable to resist the additional
weight of a concrete topping, which could lead to excessive deflection or
failure. 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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