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ibc 2000 deflection criteria for wood trusses
from what i have read, when you use a deflection criteria for live load deflection to be less than l/360fff">, ibc2000 requires you to use l/240fff"> as the total load criterion. i know for ibc2003fff"> this is true. i was wondering if ibc 2000fff"> also mandates this combination or can we use l/360 and l/180 instead?

yes.
when deciding deflection criteria, consider what is attached to the member that is deflecting and what use the the member serves.

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2009-09-09, 06:39 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	ibc 2000 deflection criteria for wood trusses ibc 2000 deflection criteria for wood trusses from what i have read, when you use a deflection criteria for live load deflection to be less than l/360fff">, ibc2000 requires you to use l/240fff"> as the total load criterion. i know for ibc2003fff"> this is true. i was wondering if ibc 2000fff"> also mandates this combination or can we use l/360 and l/180 instead? yes. when deciding deflection criteria, consider what is attached to the member that is deflecting and what use the the member serves. __________________ 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]