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wood stud wall backing brick veneer deflection limitation
does anyone have a code reference for deflection limitation for a loadbearing wood stud wall backing brick veneer? thanks.
check out our whitepaper library.
what code are you designing to? bia suggests a deflection criteria of l/600. ibc states l/240 for brittle veneer. which ever criteria you use, the ibc and the fbc let you multiply the lateral load by 0.7 when calculating deflections. hope this helps.
j
i should clarify lateral load due to wind.

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2009-09-16, 11:14 PM	#1
huangyhg 超级版主注册日期: 04-03 帖子: 18592 精华: 36 现金: 249466 标准币资产: 1080358888 标准币	wood stud wall backing brick veneer deflection limitation wood stud wall backing brick veneer deflection limitation does anyone have a code reference for deflection limitation for a loadbearing wood stud wall backing brick veneer? thanks. check out our whitepaper library. what code are you designing to? bia suggests a deflection criteria of l/600. ibc states l/240 for brittle veneer. which ever criteria you use, the ibc and the fbc let you multiply the lateral load by 0.7 when calculating deflections. hope this helps. j i should clarify lateral load due to wind. __________________ 借用达朗贝尔的名言：前进吧，你会得到信心! [url="http://www.dimcax.com"]几何尺寸与公差标准[/url]