几何尺寸与公差论坛------致力于产品几何量公差标准GD&T (GDT:ASME)|New GPS(ISO)研究/CAD设计/CAM加工/CMM测量  


返回   几何尺寸与公差论坛------致力于产品几何量公差标准GD&T (GDT:ASME)|New GPS(ISO)研究/CAD设计/CAM加工/CMM测量 » 三维空间:产品设计或CAX软件使用 » CAD设计 » 产品功能分析
用户名
密码
注册 帮助 会员 日历 银行 搜索 今日新帖 标记论坛为已读


 
 
主题工具 搜索本主题 显示模式
旧 2009-09-08, 02:04 PM   #1
huangyhg
超级版主
 
huangyhg的头像
 
注册日期: 04-03
帖子: 18592
精华: 36
现金: 249466 标准币
资产: 1080358888 标准币
huangyhg 向着好的方向发展
默认 correct terminology for a doubler on the bottom of a wood be

correct terminology for a doubler on the bottom of a wood be
a few months back i came across a thread that discussed adding a doubler to the bottom of a wood beam that was undersized. the thread used a term for the doubler that i had never heard before so i bookmarked it somewhere. wish i knew where. i also came across it in a book. can't find that either.
it's tough getting old especially if you were already stupid.
anyone out there know the correct term?
thanks
dpa

i've heard of using a "strongback".
flitch plate?
flitch plate. thank you thank you thank you. i never would have dredged that out of the back of my brain in a million years.
dear eit,
i have heard the term strongback used when a beam like arrangement is used to support a long heavy item at more than one point. it is used with heavy cranes when lifting pipe or long beams. it may apply to structures i'm not sure. i will search the sites for both terms.
thanks guys
dear eit,
you are right strongback is also a structural term in addition to being a crane rigging term. turns out a flitch plate is vertical and sandwitched between two wood beams and a strong back is on top (maybe also bottom?) of a beam.
turns out strongback is what i am trying to do here since the structure is not accessible for adding a flitch plate.
thanks again
scab?
a "sister" is added to the side, not below.
mike mccann
mmc engineering
composite?
mike mccann
mmc engineering
laminated...
mike mccann
mmc engineering
flitchplate design:
download at:
i think mike is correct, a lump of timber added to the bottom of a timber beam would be a laminate. for it to be effective in resisting moment, the horizontal shear has to be developed. one simple way of doing this is to provide enough shear connection on each half of the beam to develop the strength of the laminate in tension.
__________________
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]
huangyhg离线中   回复时引用此帖
GDT自动化论坛(仅游客可见)
 


主题工具 搜索本主题
搜索本主题:

高级搜索
显示模式

发帖规则
不可以发表新主题
不可以回复主题
不可以上传附件
不可以编辑您的帖子

vB 代码开启
[IMG]代码开启
HTML代码关闭

相似的主题
主题 主题发起者 论坛 回复 最后发表
correct column tie spacing huangyhg 产品功能分析 0 2009-09-08 02:04 PM
brick veneer on wood sill plate huangyhg 产品功能分析 0 2009-09-07 04:58 PM
brick lintel bolted to wood header huangyhg 产品功能分析 0 2009-09-07 04:50 PM
brick cladded wood studs huangyhg 产品功能分析 0 2009-09-07 04:47 PM
asdlrfd wood design huangyhg 产品功能分析 0 2009-09-07 01:35 PM


所有的时间均为北京时间。 现在的时间是 11:01 AM.


于2004年创办,几何尺寸与公差论坛"致力于产品几何量公差标准GD&T | GPS研究/CAD设计/CAM加工/CMM测量"。免责声明:论坛严禁发布色情反动言论及有关违反国家法律法规内容!情节严重者提供其IP,并配合相关部门进行严厉查处,若內容有涉及侵权,请立即联系我们QQ:44671734。注:此论坛须管理员验证方可发帖。
沪ICP备06057009号-2
更多