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allowable wood arch deflection
anyone know any good guidelines for vertical and lateral deflections of the main menber of a semi-circular wood arch section? unbalanced snow load is killing me here!
mike mccann
mmc engineering

checked the 2005 nds, probably me but can't find anything.
1994 aitc timber manual, 4th edition says "specific deflection limitations forarches have not been generally established becaseu this is a function of the intended use."
sorry can't help,
good luck and let us know what you find/decide.
dermott

__________________
借用达朗贝尔的名言：前进吧，你会得到信心!
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2009-09-07, 11:10 AM	#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	allowable wood arch deflection allowable wood arch deflection anyone know any good guidelines for vertical and lateral deflections of the main menber of a semi-circular wood arch section? unbalanced snow load is killing me here! mike mccann mmc engineering checked the 2005 nds, probably me but can't find anything. 1994 aitc timber manual, 4th edition says "specific deflection limitations forarches have not been generally established becaseu this is a function of the intended use." sorry can't help, good luck and let us know what you find/decide. dermott __________________ 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]