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deflections adhered masonry veneers

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发表于 2009-9-8 17:02:04 | 显示全部楼层 |阅读模式
deflections & adhered masonry veneers
i'm a bit unclear on deflection requirements for adhered masonry veneers.  from what i can determine from both ibc 1405.9 & aci 530-/asce5/tms402 the requirement is l/600 both lateral and vertical.
is that right?
are there variations?
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