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9.23.4.3.(2) | Application | Intent |
OS2 | OP2 | OH1 | OS1 | OS3 | OH4 |
Objective | OP2 Structural Sufficiency of the Building |
Attribution | |
Application | Application 1: Minimum grade of steel for steel beams with laterally
supported top flanges that are used to support floors 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 that the performance of steel,
with respect to strength or stiffness, will fall significantly below expectations,
which could lead to an inability to resist expected gravity loads, which could
lead to excessive deflection. This is to limit the probability
of compromised structural integrity, which could lead to:
This is to limit the probability of:
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