2012-11-07 04:38 PM
2015-02-13 02:37 PM
2015-02-13 03:06 PM
2015-02-13 04:01 PM
2015-02-13 06:33 PM
2015-02-13 07:09 PM
ispyridis wrote:I understand. That was my assumption.
@ sinceV6
As by the law in my country the site surveying drawing has to display a table with the coordinates of the piece of land of interest plus a table with the lengths of the corresponding boundaries. I use the coordinate object to schedule the coordinates on a table and 3rd dimension object not the 3d dimension there are two of them in bimcomponents, the first one can give you its length in schedules.
So this object is better for me for placing trees. Although someone still would like to have the ability to schedule the trees too.
Best regards.
2015-02-14 02:27 PM
sinceV6 wrote:I was going for expediency over elegance: just trying to solve the delimiter and scaling issues quickly, then I got into the other parameters... Someone could spend some time cleaning up the scripts.
@David.-
Just asking... why repeat all the code in 2D and 3D? Is there a reason? I would keep the txt reading functions in the master, and then just call the marker in each script.
sinceV6 wrote:I am not getting the error messages, but can see where they could come from.
Also... I'm seeing errors because the master included both 2D and 3D transformations... 2D shows error at line 67 where there's and ADD (not ADD2) command.
2015-03-11 11:26 PM