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tributary width for uplift calc. in light gauge wall studs
i happened to notice that people used different loads from different tributary width to calculate the uplift in light gauge column, e.g., for a 24" studs, 24" is the tributary width for compression while 5' or 6' may be the one used in uplift.
i am just wondering if there is any code requirement on this, probablly from aisi?
are you talking about pressure and suction on wall studs? if so, the tributary, per asce 7 is (height of stud)^2/3.
daveatkins
thanks dave, but no, i was talking about the downward axial force on wall studs which are parts of shear wall.

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2009-09-16, 03:46 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	ributary width for uplift calc. in light gauge wall studs tributary width for uplift calc. in light gauge wall studs i happened to notice that people used different loads from different tributary width to calculate the uplift in light gauge column, e.g., for a 24" studs, 24" is the tributary width for compression while 5' or 6' may be the one used in uplift. i am just wondering if there is any code requirement on this, probablly from aisi? are you talking about pressure and suction on wall studs? if so, the tributary, per asce 7 is (height of stud)^2/3. daveatkins thanks dave, but no, i was talking about the downward axial force on wall studs which are parts of shear wall. __________________ 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]