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 2009-09-15, 11:15 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 slab - wall connection

slab - wall connection
when pouring concrete slab against another concrete/precast wall, what is the main purpose of having starter bars protruding from the wall into the slab. genernally, there will be sufficient rebate (ie. 25mm - 30mm) in the wall to support the slab already.
you need to connect wall to diaphragm (slab) to transfer shear due to wind and seismic loads (on structure) from slab to wall and then to footing. also you need to support wall for out of plain wind and seismic load on wall itself.
this is required by building code.
also a 25 or 30 mm support is very doubtful to stand full lenghth without disengagement a mid force earthquake; the same can be said about a fortuit explosion and at any progressive collapse situation. so ensuring some connection is important to prevent the loss of geometry, the fall of the slab, and human loss.
oranda,
those bars are not to transmit the shear from the slab to the wall. the shear is transmitted by a shear key or a rough surface. the rebars are used to keep the two elements acting together, for shear friction if only a rough surface is used, and to transmit other horizontal forces and moments from the slab to the wall.
aef
__________________
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
masonry wall on slab on grad huangyhg 产品功能分析 0 2009-09-10 12:57 PM
in enercalc masonry wall design, what is parapet heigh huangyhg 产品功能分析 0 2009-09-09 07:17 PM
foundation wall tied to s.o.g huangyhg 产品功能分析 0 2009-09-09 01:39 PM
foundation wall 40 feet below grade huangyhg 产品功能分析 0 2009-09-09 01:38 PM
effects of a load on sog and below grade huangyhg 产品功能分析 0 2009-09-08 09:45 PM


所有的时间均为北京时间。 现在的时间是 05:33 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