AutoCAD Civil 3D :: How To Get Coordinates To All Points In Full List
Jan 29, 2013
I have been using the "LIST" command to get coordinates of a point. The list can be as long as my monitor is high. I need to copy the coordinates of about 3 000 points to a Microsoft Word file to manipulate with them.
The "LIST" command would show me about 4 points after which i have to press "ENTER" to get the next ones, but this is obviously pointless. How could i get the coordinates of very many points to a text file all at once?
i need to make a list of all the coordinates (X,Y) or (X,y,Z) of all the points in my project
the shape of my project look like an Eclipse
i made it out of 236 points ... i want to to put all those points in a table of ( X,y,Z ) ... i think there is some kinda output that can do that for me
iam uploading a vedio on youtube to show u what iam talking about
[URL]....
just a list of X,y,z of every point how i can do that ?
I had to create a boundary map and place points to all corners. How to export these newly created points back into my data collector (Ranger) and also I'm trying to figure out how to print out a points list.
I stumbled on to this thread but I guessing that it's a different CAD year because my modify tab doesn't look like this. URL.....
These 8 points are for 4 sampling locations with 2 depths for each sampling location. I used AutoCAD 2012 a little bit before and I am new in using AutoCAD Civil 3D 2013. What are the key steps and tips of using the values of XYZ-coordinates listed the above-mentioned table to input manually into the AutoCAD Civil 3D 2013 program. Note: 4 sampling locations are in the 4 corners of a square lot and the 8 points should look like 8 corners of a box.
Any way of viewing the coordinates of the Control Vertices (Control Points) of 3d or 2d NURBS Surfaces. I tried to use the "properties" of the 3d NURBS surface that i designed but i could not find them anywhere..
i would also like to ask if it is even possible to export these coordinates to txt or even more to Excel.
Using Civil 3D 2013Coordinates coming out of survey equipment are modified state plane GROUND (scaled up from the origin by the combined factor).Drawing is setup with state plane coordinate system with user defined transformation to establish geodetic reference and the ability to label lat/long or import Bing map data.Survey database is setup with "No Datum, No Projection" (data is already at ground, I don't want ot transformed).Import style is PNEZD and is set to use Northing/Easting not Grid Northing/Grid Easting.After importing points into survey database, coordinates of survey points match the CSV. This is good.After importing points from database to drawing, they are taken as grid coordinates, are scaled again and are off ~5,300 feet northeast.Why would Civil 3D assume the points in the database are grid and scale them when the import style used did not specify grid? Is there a setting or something I can do to tell Civil 3D to leave my coordinates alone?
I often create points manually. You get that dialogue box where you choose the layer and the default local coordinates, etc etc.
The local coordinates setting always defaults to Northing/Easting. (ditto the grid coordinates).
I set it to Easting/Northing as is standard around these parts and do my points, but if I close the box, when I reopen it to add more points later, it is back to Northing/Easting.
I cannot find a variable to control this behaviour.
I never need points to have north first and would like it to default to Easting/Northing at all times. Yes I'm using the Metric template.
First time importing into 2012-have csv file that I imported. Coordinates land in right spot. Local system-No transformations/State Plane zones attached. When I look at them with tracking everything is okay. When I export the points they are the same I imported.
Let me make my question clearer by considering an example as follows, Assume I have points A, B, C and D in a map. Is there any command that can list the distance between any two points out of all points? e.g. distance of A-B, A-C, A-D, B-C, B-D, C-D.
i am trying to translate a Point coordinates from Paperspce to world coordinates in model space.The code i used in Land2006 worked OK but now in Civil3d 2012 it doesn't!
Private Sub GetPlais_Click() Dim tmpnt1 As Variant, tmpnt2 As Variant, tmpPnt1 As Variant Dim lole(0 To 2) As Double, upri(0 To 2) As Double Dim returnobj As AcadObject
FrmGrid3.Hide On Error GoTo Eline ThisDrawing.Utility.GetEntity returnobj, tmpPnt1, "ÅðÝëåîå ôï ViewPort ðïõ èá äçìéïõñãçèåß ï êÜíáâïò!" If TypeOf returnobj Is IAcadPViewport Then [code]........
I am busy writing a small app to find a best fit circle through a series of points that roughly follow the profile of an arc. This data was scanned in using a Farro arm and imported to AutoCAD.
I would like to use VB.Express and the AutoCAD API. So far I have managed to write some code (loosely based on some examples from the AutoCAD .NET Developer's Guide) to allow the user to select the points to process.
I have three questions around this issue:
a.) How can I set up a selection filter to limited the user's input to 2d points only? b.) Once I have the selection set of points, how can I extract the "X" and "Y" values of each of the points to be able to process further? c.) Is there some sort of Object model diagram for the AutoCAD API that I can download, or any (downloadable) literature to get started with the API and VB.Express. I have looked online for some books and Amazon list them, but a. they are in hardcopy format and b.) the most recommended one (i.e. VB.NET Programming for AutoCAD Customization - Level 1 Jeremy Winters) is out of print. I am specifically looking for downloadable books because of the delivery times and shipping costs to get a hard copy.
When you extract information from attribute blocks to form a spreadsheet can you specify that the spreadsheet also lists the co-ordinates x,y, z for that block? For example, you have an attribute block with information regarding, station number, chine number. When I extract the information I would like to list the x, y co-ordinate point of the circle block .
I'm trying to make a standard block which will automatically read the co-ordinates! i have started making it trying to use fields, but when inserting the block into the drawing it stays at x=0, y=0, which is the point in the block. how do i get it to read the point in the drawing, and also how would i always get it to read the world ucs.
i have attached the block i've started, haven't added any dynamics yet as i'm just testing it.
I have coordinates for an aerofoil which I put into Autocad and plotted using pline. I have 52 points, what I want is to have more points on the aerofoil, i.e interpolate. I can probably create more points by averaging two adjacent y-points and two adjacent x-points but it would be much better if Autocad did this
the LIST command only gives the points i put in the program.
I’m trying to export from my drawing point X-Y position coordinates to Excel for use in programming a metrology that will measure at these locations.
When I use the EATTEXT command to pull up the data extraction wizard, it will export the positions & extracts the locations to a spreadsheet format. But coordinate numbers I get, seem to be relative to the World USC system & not the origin I align & set in the center.
Yet when I use ID Point, to check positions the coordinates of the points are correct & relative to the center origin. How to get the location coordinates relative to the center USC origin I've located in the center of my part?
How to automatically stick the coordinates obtained from the “list” command in a table?
I’m wondering if there is a way to automatically store the XYZ coordinates obtained from the “list” command in a table with three columns in the AutoCAD.
I'm trying to create about 150 cross-sections, each consisting of 9 closed polylines of which I have created the coordinates. My issue is making the list of coordinates create separate polylines instead of one enormous polyline. Any way to setup the columns, perhaps with blank rows, some way of applying ASCII code, etc. to automatically break up these polylines? (even if they aren't closed that's fine, I just need to make the polylines separate.)
I'm trying to define a grid based on polar coordinates.
Can be produced using the following MATLAB n=1:50000;r=sqrt(n);t=360/((sqrt(5)+1)/2)+1)*pi/180*n;plot(r.*cos(t),r.*sin(t),'o')
I need to insert points based on the polar coordinates defined by the equations. I knew a little bit of LISP 10 Years ago, now it's a total blank. I've been trying to write a script to make this work but after 5 days I'm still without sucess.
I'm relatively new to 3ds max and for a project I need to be able to get a list of all objects along with their respective coordinates. I've found ways to get the object list, but none of them display the coordinates?
I have recieved a file with many points and would like to convert them into COGO points in Civil 3D. The problem is; I would like to keep the hole ID's as I convert, I've made a few conversions and lose the hole ID every time (not showing in Name or Description). Is there a seting I am missing to keep these? My aim to to organize the COGO points in different point groups.
What are some techniques to import a list of points in x, y, and z? Many they be separate features or a grouped? (Manual Entry Vs. Batch Entry) (Single Entry Vs. Multple Entry)
I have a couple points that were part of an import event (data from a previous project) which I want to assign as control points for an incoming traverse, is there any way to assign those as control points? I can't seem to find a way to do that other than perhaps re-importing the specific points as control points and overwriting the existing ones.
I have a project that was started by leaving all the survey data inside the "All Points" group. So, I'm concerned that when I enter my as built survey points, that even if I put them into their own group, that the original surface will still look at them and just rebuild to my asbuilt data, effectively cancel out the purpose of the asbuilt survey. Will this happen?
I want to take the original points and put them into a group of their own, but I don't know if that will affect anything or not? I have several wetlands already designed on that surface with volume calcs already done too.
Is it possible to create a shape and then edit the coordinates of the shape's control points? When I currently click on a shape's control point, it doesn't offer any way to fine tune the location of that point by manually typing in the X, Y coordinate.
I have a data table showing points surrounding a central source.I would like to create a calculation that adds a column in my data table of the points; that shows the distance between each respective point, and the central point.
My knowledge in expression building is limited,I assume I would be using some form of calculation using the geom, and the X and Y locations, however I'm coming up with nada.
