luigi
2006-10-20, 03:30 PM
Ok...
I have my architectural project (no structural members). I have linked the structural project(with structural members). I use the Monitor tool, and copy the structural members (which in doing so, it monitors my new structural members just copied from the structural members in the linked file)
The theory is great, but the problem I am faced with is that while in the monitor tool, as I copy the structural member, it grabs any structural member that is loaded in my file, rather than the exact member from the linked file.
In example. In my architectural I have no structural columns. The structural project has W8x31 for columns. I use the monitor tool and copy the columns from the structural linked project. Since I don't have a W8x31 loaded in the project (and maybe even if it was loaded it wouldn't necessarily select it) it grabs any structural column I have loaded...for example a 6x6 tube steel column.
This sounds like it is something the factory didn't look at carefully? Maybe there is some, not so obvious reason?
If anyone, from factory or not, has any experience in the dealing with this issue, please reply.
Any informative posts on the subject are welcomed.
Thanks in advance,
I have my architectural project (no structural members). I have linked the structural project(with structural members). I use the Monitor tool, and copy the structural members (which in doing so, it monitors my new structural members just copied from the structural members in the linked file)
The theory is great, but the problem I am faced with is that while in the monitor tool, as I copy the structural member, it grabs any structural member that is loaded in my file, rather than the exact member from the linked file.
In example. In my architectural I have no structural columns. The structural project has W8x31 for columns. I use the monitor tool and copy the columns from the structural linked project. Since I don't have a W8x31 loaded in the project (and maybe even if it was loaded it wouldn't necessarily select it) it grabs any structural column I have loaded...for example a 6x6 tube steel column.
This sounds like it is something the factory didn't look at carefully? Maybe there is some, not so obvious reason?
If anyone, from factory or not, has any experience in the dealing with this issue, please reply.
Any informative posts on the subject are welcomed.
Thanks in advance,