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associate quota z to a point by selecting its value as text

  • Thread starter Thread starter kitemaster64
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kitemaster64

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Hello everyone,
once again I am in front of a week of fire, due to a very bad relief.
in a few words I have a cloud of points at their x and y odds but with coordinate z=0.
the point (expressed as a symbol) however in its vicinity indicated the quota that should have but, expressed only as text.
is it not that in your immense drawers you have a lispino that could help me to take on the coordinate z of the point that select the value that is immediately close to him perhaps touching with the pointer the text that represents the value of the z?
Thank you! 100000
 
even with a lisp...if I am a handful of points you do it, otherwise spend the days selecting texts. the most often is not the bad way but a precise will to give you something they enjoy to make you blaspheme
 
point and text or block with attribute?
attach a portion of dwg with some point.
... most of the time is not the bad way but a precise will to give you something they enjoy to make you blaspheme
I think so, but often they don't know how to export the data optimally for those who have to work on it.
 
Unfortunately, point and text. . !
I've got a lot of files.
in fact what I have to do is the "profile of that road" and I wanted to get there by steps: 1 realize a 3d polyline that connects all the various points that I should place at their altitude z reported side (my dilemma!!!) then interpolate the quotas of the right and left edge of the road to find the 3d polyline of the road axis and then generate the road profile with a beautiful lisp that is called sez2 that if you want I can share it with pleasure. . ! !
 

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I'm starting to think that tristan is right... everything that was not to be done was done.
As soon as I have time I see if there is any chance.
... lisp that is called sez2 that if you want I can share it with pleasure. . ! !
give us some info... :whistle:
 
point and text or block with attribute?
Bye! I have the same problem, but I have the points in the form of block with coordinates (x,y,0) and the value of z as attribute. Does a lisp link the value of the attribute to the z? so by exploding the block I would already have the point in the correct coordinates. Thanks to who will help me!
 
The first thing I would do, in such cases, is to check if I downloaded the data well from the tool. It is likely that, depending on the software used, this asks if you want to download the data in 2d or 3d.
possible in fact that only the value of the z was lost while x and y were downloaded correctly? It seems unlikely to me. Cases are 2: or downloaded from the tool in 2d, or at the time of the relief z were ignored.

If I'm wrong, then I understand kitemaster64 despair. Finding yourself with a relief without the z even in the instrument means at least and also as much as having to return to the countryside and to fight everything.

Sorry I read bad. in the relief developed in the plant the z were calculated, so the tool should contain them again. I would try to check if that data was downloaded from the tool in 2d or 3d
 
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on very close points you have to verify the correctness of the data.
good morning gp, are max.
I have a similar problem, I get data from georadar with the written z
nearby. I practically have the line at altitude z0 with it in brackets (-1.25). your lisp works on points and not on lines and moves all points. I ask you politely if you can change it by making sure that first you give me the possibility to select the only line I have to z, for example -1,25 ( compared to where it is) and then I must be able to select the text containing the move (in this case -1,25). This is because there are several lines on the same layer, which must be moved to different z. I hope I explained. Thank you.
 
good morning gp, are max.
I have a similar problem, I get data from georadar with the written z
nearby. I practically have the line at altitude z0 with it in brackets (-1.25). your lisp works on points and not on lines and moves all points. I ask you politely if you can change it by making sure that first you give me the possibility to select the only line I have to z, for example -1,25 ( compared to where it is) and then I must be able to select the text containing the move (in this case -1,25). This is because there are several lines on the same layer, which must be moved to different z. I hope I explained. Thank you.
and if possible the command when activated should remain active until the pressure of the exc key. avoiding having to call it back continuously, thanks. Bye.
 
and if possible the command when activated should remain active until the pressure of the exc key. avoiding having to call it back continuously, thanks. Bye.
if during the row selection it was possible to select multiple rows would be the top
 
this is an example of line that at the moment is at altitude z0 hypothetical, from the point where an extreme is located must go to -1,35 and the other to less 1,5
 
I as a concept, also given the high number of elements of the "points cloud" that I can assume, I would let go to the computer. in the sense that I would set a very slow process but it is still ok, because in the meantime I let the pc work alone.
I generate a dxf from the original dwg and open it in reading. I'll open another one in writing. process one for one all the texts, looking away the point with the nearest coordinates. I write it with x, y, z on the new dxf. I am not even bothering to mark the points already used to not reprocess them every time I run all the texts, it would cost me more to complicate the program that not to launch it only and allow it to put even an exaggerated time. I'll do more.
But I don't know if the vba is simple to use as the old basic. In practice I would use an external language on the dxf, but I don't know if a user today on autocad already has a simple programming tool to process the dxf as it used a time. It would suffice any other simple language, because I fear that in lisp writing it is not so immediate. . .
ps. by writing a program that processes the dxf develops a basis that can be useful on other occasions.
I also allow myself to suggest a comparison to verify that I did not commit programming errors, even if writing it operationally I would use it as a test a dxf with only a dozen points, and then I come to understand it immediately, when the code is in place.
I generally use a debug system that can be "rustic" but is effective.
amount both the old and the new design I generated. for example of yellow the new, and literally move it on the old. If in addition to yellow I see more, it means that on that element I failed.
 
good morning gp, are max.
I have a similar problem, I get data from georadar with the written z
nearby...
I can only do fast things or that at the limit can be useful to me too.
I'm sorry. .

p.s. attach a dwg with two or three of these lines maybe would help you. . .
 
I can only do fast things or that at the limit can be useful to me too.
I'm sorry. .

p.s. attach a dwg with two or three of these lines maybe would help you. . .
Hey, gp, okay.
Thank you for answering me.
Bye.
 

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