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


回复
 
主题工具 搜索本主题 显示模式
旧 2009-09-15, 11:55 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 snow drift asce 7

snow drift asce 7
when calculating snow drift against a roof projection the ubc had a maximum value of 50' for the winward roof length (97' ubc 1644.5). i am designing with the ibc 2003 which references asce 7-02 for snow drift design. under section 7.8 roof projections, there isn't a maximum value for lu (length of roof upwind) like there was in the ubc. does anyone have any input on this? it makes sense that there should be a maximum value for lu, otherwise the snow drift height and length seem very unreasonable.
1) i believe ubc 97 (and several other building codes) had several glitches in the snow drift section. even tho you get the impression from 1644.5 that it is 50' max, i believe intent was 50' min (notice definition of "wb" on page 2-387). going all the way back to asce 7-88 you will see 25' minimum in figure 13. i think ubc actually wanted to be more conservative than asce.
2) asce 7-02, section 7.8 references 7.7.1 and figure
7-9. figure 7-9 specifies 25' minimum just above the equation for "hd".
here is another thing that i have wondered about....
it seems to be where a parapet exists (of significant height), that should serve to block the blowing of snow off a longer extent of flat roof. i don't think that this is addressed by code.
any thoughts?
jike,
i agree with what you are saying especially if the opposing side of the parapet is the leeward side, which this situation happens to be.
jike,
i have also thought about this, but have conservatively assumed the parapet does not block snow (my thinking is that the wind picks the snow up and carries it over the parapet).
daveatkins
a timely thread considering what i am looking at out my window.
daveatkins,
what you describe, i also do, for the same reasoning.
daveatkins,
what you describe, i also do, for the same reasoning.
obviously, as the parapet increases in height, it will become more affective in blocking the wind driven snow.
"obviously, as the parapet increases in height, it will become more affective in blocking the wind driven snow."
not necessarily, depends if this is new snow or snow re-entrained by the wind from upstream. in the arctic, one way to capture snow is to erect a snow fence, which collects snow in a long drift downwind from it, usually up to the top of the fence. the fence creates a dead air zone where the snow can settle out. similar to jetties collecting sand at the shoreline, downstream of the tidal current.
__________________
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)
回复


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
lateral snow load huangyhg 产品功能分析 0 2009-09-10 09:49 AM
determining snow drift load in 1984 huangyhg 产品功能分析 0 2009-09-08 06:28 PM
asce7-05 projection snow drift question huangyhg 产品功能分析 0 2009-09-07 01:28 PM
asce valley drift load accumulations huangyhg 产品功能分析 0 2009-09-07 01:24 PM
asce 7-05 sliding snow provisions huangyhg 产品功能分析 0 2009-09-07 01:13 PM


所有的时间均为北京时间。 现在的时间是 12:01 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