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 2009-09-10, 04:20 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 new second floor

new second floor
hello,
i am doing a residential design/build project where we are adding a second floor to an existing split-leve house. the addition is above an existing 4-car garage that is 27'x33' with 8' clg. ht. and pre-fab roof trusses.
my question is this, what sort of a floor system should i use? i am thinking of using 16" wood i-beams, but since their max. span is about 21' that requires me to have a bearing wall in the center, but i don't know what size lvl beam to spec. also, those lvl beams will be expensive, and the homeowner will freak when i tell them how much they cost.
any other ideas of accomplishing this task?
thanks!!
use more 16" beams than you planned on. hire an engineer.
haynewp is right, hire an engineer. if the homeowner "freaks" about the cost of the engineer, replace the existing homeowner immediately with a fly-rod.
-mike
realise that after hiring an engineer, he may require you to strengthen/underpin existing foundation below the new addition (or conclude that it is not possible). most homeowners only think of cost associated with what's "visible". existing foundation may not have been designed to carry the additional floor loads.
jrtm76,
a 24" deep open web floor truss spaced at 24" o.c. without any additional roof loads would clear span the 27'-0" without any additional load bearing requirements in the center as long as the floor loading is 40#psf live and 15#psf dead.
contact your local truss manufacturer, they will normally provide you with all of the truss layouts and engineering requirements as part of the selling price for the trusses. the cost should be about $95 each...
thank you guys for all the suggestions.
i contacted a local truss designer and they are suggesting a 20" deep open web truss at 19.2" o.c.
there is actually an engineer looking at the foundation today, he already suggested we reinforce it and the homeowner has agreed to it.
again, thank you all.
another concern you should have in addition to having floor joints that will support the design loads, you should also consider if the existing footing will support the new loads.
yes, that has been considered and a structural engineer was hired to design reinforcement to the existing footings.
i am in the process of pricing two ways to add a second floor to a family house that has million dollar views (from the roof). since my husband has built butler buildings cheaply in our citrus groves, i asked several metal building companies to give me a price on adding a second floor around and over the existing house.
of course the first floor roof will have to be removed and covered while the second floor structure goes in, but the prices are much much less from the metal building companies. oh, and before you gag, realize that you can clad a metal building in any finishes you want and make it look just like any residence.
oh, and a metal building can be built in 7 days. this is a lot quicker than conventional construction which adds months and frustration. i will keep you posted...we are considering filming the project and submitting to this old house...
i don't like pre-engineered metal buildings personally. they aren't in it to supply a good quality structure imho. they want to sell metal. always re
i've also had some bad experiences with pre-engineered buildings. they have much higher allowable deflection and drift limits than typically would be used for good design. the cost numbers always sound more attractive becuse you are getting far from a complete package...i always hear their advertisements on the radio and wonder how many people sign up not knowing that glazing, foundations, finishes and hvac are not included...
__________________
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
floor loading question huangyhg 产品功能分析 0 2009-09-09 12:48 PM
floor level huangyhg 产品功能分析 0 2009-09-09 12:46 PM
drawing question 9lintels in first or second floor plan0 huangyhg 产品功能分析 0 2009-09-08 07:39 PM
calculating the maximum floor load huangyhg 产品功能分析 0 2009-09-07 10:04 PM
allowable floor deflections versus workmanship standares huangyhg 产品功能分析 0 2009-09-07 10:58 AM


所有的时间均为北京时间。 现在的时间是 06:52 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