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 2009-09-16, 12:27 AM   #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 solar and snow drif

solar and snow drift
do you know about a paper or any other reference regarding snow drift under tilted solar panels?
thanks,
ahmet
check out our whitepaper library.
except the structure being quite critical to the concentration of snow load, one can imagine solar panels 6x8 ft in plan at most can only cause moderate concentrations of snow. for reinforced concrete floors as those here made for dwellings for most cases the effects of the average loads and the actual loads would be quite similar.
anyway, all the snow on the corresponding plan of the panel can be dumped before it, and this become critical to some purlin or deck, maybe. that would be a conservative assumption for the dump point. for the panel zone, assume then a uniform distribution and you have both extremes covered.
however if you think that what above does not lead to a safe situation you need still look for some more accurate statements. not to forget concentration of snow from wind as with any obstacle, and concentrations on valley and retention points of the roof, the same. or the cases where a huge amount of solar panels are the roof itself, then one must look at where it dumps.
i am looking for a reference for such loading. 6'x8' panels cover the entire 1000 ft 2000 ft roof.
thanks,
ahmet
since when practicing this here we have overly heavy bases, plus (the solar panels use to be water-heating) the significan loads of the panels, and snow loads use to be small, it is not unusual to have here just uniform distributions of the load retouched by whatever it is necessary, or per area. the reinforced concrete structures, maybe half the times lately plates, allow for that without further comment.
on the case the roof was of steel i might be in your ploy more than anything to battle excessive cost. will keep looking.
asce 7.05 in commentary c7.4 seems to concurr.
this may result in the elimination of snow loads on upper portions of the roof and their concentration on lower portions.
also, what the
try this link
__________________
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
snow load on open louvers huangyhg 产品功能分析 0 2009-09-16 12:03 AM
snow drif huangyhg 产品功能分析 0 2009-09-16 12:01 AM
asce valley drift load accumulations huangyhg 产品功能分析 0 2009-09-07 01:24 PM


所有的时间均为北京时间。 现在的时间是 05:38 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