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 2009-09-16, 11:50 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 structural work on li structures

structural work on l&i structures
occasionally i get a call to do some structural analysis of a mobile home or double wide. usually it is in an area that is totally inappropriate for the structure such as snow load or earthquake that far exceeds the capacity of the structure. the latest is a request for drawings and calcs to support replacing the aluminum sheathing with osb. the siding removal is required to gain access for wiring replacement (aluminum wiring). not a problem except i feel it would be unethical to fix up part of a structure and walk away knowing that the roof and foundation are inadequate. you can't force a client, in this case a federally funded program to hire you for additional work so what do you do? i have always turned these down in the past but in this case the wiring is dangerous and has already caused at least one fire. do you walk away and leave them to burn or do you do just what they asked and leave them to fall off the foundaion?
check out our whitepaper library.
if there are other defiencies that you are aware of, i believe you have a professional obligation to inform the client. then it is up to them whether they want to hire you to provide additional services.
unfortunately, some clients don't want to hear bad news. they often choose to bypass the guy who is thorough and go with an engineer that only gives them what they ask them to look at.
engineering is not really a commodity but often it is treated that way and the client ends up hurting himself.
hi jike,
thanks for the quick response. i agree. one of the problems with l&i is they don't seem to have a grasp of structures. they allow 40lb roofs in 135 lb snow load areas and they do it knowingly. it's hard to enforce any realistic engineering standards on a structure whose governing agency has much lower requirements.
dpa
__________________
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
structural ii huangyhg 产品功能分析 0 2009-09-16 11:25 AM
pe structural i or civil huangyhg 产品功能分析 0 2009-09-15 11:54 AM
how to handle see structural drawings huangyhg 产品功能分析 0 2009-09-09 05:48 PM
请帮忙解决以下这个程序不能运行的问题,谢谢 yang686526 数据库ObjectDBX 0 2009-04-28 04:28 PM
请帮忙解决以下这个程序不能运行的问题,谢谢 yang686526 ObjectARX(AutoLISP) 0 2009-04-27 12:34 PM


所有的时间均为北京时间。 现在的时间是 09:45 PM.


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