ARCHIVED - 9.20.8.3.(2)

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9.20.8.3.(2)


Objective	OS2 Structural Safety
Attribution	[F20-OS2.1] [F20-OS2.3] Applies to elements that support or are part of an environmental separator.
Application	Application 1: In buildings to which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application of Part 9], minimum end-bearing length of beams bearing on: above-ground, unreinforced masonry walls and nominally reinforced masonry where vertical joints in adjacent courses are aligned [see Article 9.20.9.1.]: where the wall height above the foundation wall does not exceed 11 m, and in which the roof or floor system above the first storey is not of concrete construction, in regions where the spectral response acceleration S_a(0.2) is greater than 0.55, loadbearing masonry elements of buildings more than 1 storey in building height [see Sentence 9.20.1.2.(1)]: where the wall height above the foundation wall does not exceed 11 m, and in which the roof or floor system above the first storey is not of concrete construction, and in regions where the spectral response acceleration S_a(0.2) is greater than 0.35 and less than or equal to 0.55, loadbearing masonry elements of buildings 3 storeys in building height [see Sentence 9.20.1.2.(2)]: where the wall height above the foundation wall does not exceed 11 m, and in which the roof or floor system above the first storey is not of concrete construction.
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Intent	Intent 1: To limit the probability of inadequate bearing area, which could lead to: beams being unable to resist expected gravity or lateral loads, which could lead to crushing of wood, or excessive stress on masonry units, which could lead to compression failure of masonry units. This is to limit the probability of compromised structural integrity, which could lead to: structural failure of beams or masonry construction, or where masonry construction is part of an environmental separator, the excessive deformation, displacement or failure of required environmental separation elements, which could lead to deterioration, which could lead to further compromised structural integrity. This is to limit the probability of structural collapse, which could lead to harm to persons.
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