I would like to get more advanced and creative with my creations. basically when i think AutoCAD i think lines so a nice short program to get started with is to create a line between two point (or simular). The tutorials online are wofel in learning the basics such as this is, need few starters on how to achieve this
View 4 RepliesI have a problem about creating feature line. When I want to create feature line between two red points, another point come into being by itself (blue point). If you look at the file I have attached, you will understand well what I want to express. I cant make any changes on this point. I cant delete, modify etc.
View 4 Replies View RelatedI needed to remove a feature line that I used as a break line when creating a surface. When I removed the feature line from the definition of the surface, the grading did not change. It appears the points created by the feature line remain which is why grading didn't change. The only work around was to delete these points.
I noticed the same thing happens when I removed the surface boundary and inserted a new boundary. why these points remain and how to remove when I delete boundary and feature line from surface?
i no how to creat point in civil 3d but in map i can not figure it out... what i am trying to do is to creat a point for 100 drill holes and be able to creat a chart for the cords. so i dont have to use the tracking comand for each one and right them down. its getting very old.. i only have 2012 map 3d. if i have civil 3d its no problem...
View 9 Replies View RelatedI'm having troubles using the create points on grid command. When I run the command, I keep getting asked to type in the point description for each point. I have about 5000 points to create.
Is there a way to set a description for all the points, so I don't have to do this manually?
I have a grid survey of points and I've entered these points into Civil 3D. Now what I want to do is use these points to create a surface so that I can create a slope analysis of the surveyed area. My problem is that I can't get the points into a point group.
I have a generic grid (15 x 15) of points set up and I've only used a portion of them (defined by the dimensions of the site). So I want to create a surface that includes all of the points that aren't set at an elevation of 0.
I am aware of creating a polyline and using .AddVertexAt() to give the points, my question is if I want to create a polyline in acad I generally will pick a point and then type out @10.5<0 or something similar of that nature to pick my next point. Is it possible to add vertices to a polyline in .Net giving it the distance and angle of one point2d to the next point2d?
Example:
acPoly.AddVertexAt(0, New Point2d(0,0),0,0,0)
acPoly.AddvertexAt(0, New Point2d(1,0),0,0,0)
but instead?
acPoly.AddVertexAt(0, New Point2d(0,0),0,0,0)
acPoly.AddVertex ( use code equivalent of New Point2d = @10.5<0 from point at 0 index)
I created a Description Key called "EP" and it will land in a "S-PTS-EP" layer automatically.
I then created a Description Key called "NEW EP* " and created it to land in a new layer called "S-PTS-EP-NEW". But, when I manually create a point called "NEW EP" or "NEW EP BC", it does not land in the "S-PTS-EP-NEW" layer.
Is there some switch I need to turn on or is my description not complying with some naming convention?
I encountered a problem while creating contours from the points. what actually is the problem with the points or tell the steps once again that would be great. I'm attaching the points file.
View 9 Replies View RelatedI have a number of 3D polylines that where exported from SDF previously created. They have numerous vertices, each one with a given elevation.
How can I create/highlight the higher and/or lower point in each 3D polyline??
A different solution would be automatically breaking these polylines in slope changing points (i.e. high or low points).
I understand that i can create points according to slope or elevation, but it has to be done manually, each poly at a time, and by tipping numeric values that i am sure that a powerfull software (as Civil 3D is) is able to calculate using the drawing information.
I am building a surface and started looking at the triangles and found that some are going to non-existant points. I have unfrozen, checked, etc. all of my points to make sure they are not in the drawing.
View 4 Replies View RelatedCreating points at the stations of an alignment,
I wanted to get the (x,y,z) of the stations of an alignment, but sounds not to work.
In the screenshots below, I got the message “The specified station is not valid for this object” and couldn’t proceed!
Software: AutoCAD 2014, AutoCAD C3D, AutoCAD M3D, Revit
Windows 7 (Ultimate 64 bits),
Firefox 20.0,
Kaspersky 2013.
I have been given a survey on AutoCAD which was orginally 2D with the levels written in text next to it. I changed each point (690) to include the level in the Z-direction. I am trying to calculate volumes of topsoil removal and then cut anf fill volumes.
So I opened up Civil3D in metric template and imported my drawing as I have not been given a ddata file with the co-ordinates. Unfortunately I am having trouble creating a surface between the existing points.
We are in the middle of upgrading from LDD2008 to Civil3D2013. This is a 2 part question. Since there are NO point labels similar to Poiint labels in LDD2008. It is making cleaning the elevations up very teadious. With point labels that are just Mtext. I would rotate 1 label and then match properties to rotate the rest and then jiust more the elevations to make them readable.
How do you all deal with cleaning up the elevations? Is there a way to match proprties as far as the rotatiion of the points? or do you Create blocks from Cogo points?
So, I starting playing with the Creating Blocks from Cogo Points. This creates a block with attributes similar to the way Softdesk treated points back in the day. I ran into a couple of issues. 1 being, it rounds the elevation to 3 decimals places.
When it creates blocks from the Cogo Points some of the blocks are giving me 0.000 elevations for points that had actual elevations.
Civil3D 2013
Dell Optiplex 9010
Intel I-7 3770 CPU @ 3.4 Ghz
16 gb RAM, 64 bit
I am trying to set several hundred points along polyline verticies with the point number starting at 5000. There are no other points in my drawing, yet everytime I start the process, it begins at 1. I have set 5000 at my Next Point Number under Point Identity in the Create Points toolbar. I have also verified that the 'Save Command Settings" is set to yes under the 'Commands-Create Points'. We cannot get this to behave as desired.
This is a 2D polyline with no elevations.
I am having some trouble creating a TIN from a point layer in Civil 3D 2011. Would the best course of action be to extract the points from the drawing and creating a surface from there, or is there a way to create the TIN around the existing points in Model space?
I'm much better versed in AutoCAD, but excited about furthering my understanding with Civil3D.
I have a Drawing "A" that is the source drawing containing the existing ground surface, topographic linework and features, and points in the Survey Database which are under the Survey tab.
I have a Drawing "B" that is the source drawing containing the Design alignment and profile with references to the data in Drawing "A" such as the surface.
If I create additional points for survey stakeout purposes within Drawing "B", will it automatically be included in the survey database in Drawing "A" along with all the other points or is there some procedure in order for me to continue adding additional points into the database from Drawing "B" or any other drawing that references Drawing "A"?
Is there a way to create a surface by manually selecting the points instead of creating a point group? I survey stockpiles for a local construction company and calculate volumes for them.
There may be 50 piles on one site and it would be a lot easier to create a surface by selecting the points manually instead of creating so many point groups.
is there a quick way to create & export points from a pipe network? i've probably got 100 or so structures that need points with the correct structure name in the point description.
Dell Studio XPS 9100
Intel Core i7 CPU 930 @ 2.8GHz
12GB Ram
64 bit
C3D 2012 SP3.0
Is it possible to create manual points from a cross section.
For example, I want to create a surface from a sketched (hand drafted) proposed cross section by clicking on the different points on my cross section and having a point created in my plan view.
I am working with an ancient engineer who swears by hand drawing data into the cross sections, and then wants me to produce proposed contours based on this data. I am trying to get out of writing down the Station, offset, and elevation, and then manually creating points and having to type in the offset and elevation again.
Stuck on Civil 3d 2011 (until the end of this construction season)
I am using Civil 3D 2012. I know how to label a line with bearing and distance. What I would like to do is make a table with these bearings and distances referencing the point numbers. For instance, I have a new ROW line that starts at point 1000 and changes direction at point 1001 and changes direction at 1002 and so on. I need a table that shows Points 1000-1001 is ___ Bearing and ___ Distance.
The lines are not parcel lines; they are only line segments.
How to go about creating a surface, region or 3D object using non-coplanar points? I'm drawing a few different 3D models for an artist friend of mine to use in her proposal on a local public art project.
However for this version I am bottlenecking on how to create these regions. I have vertical(ish) beams of varying height twisting in different directions with sheets of alternating metals welded in-between, the bottoms line up straight with the tops following an S curve but with the twisting geometry the top two endpoints for each will always be in separate planes.
PublicArtModel.dwg
Is there as easy way to count the points on a divided line? Example....making contour lines and need to interpolate the points between elevations.
View 3 Replies View RelatedIs there a way of reversing the start and end points of a line? I have a lot of mirrored lines on my model, and so the direction (start/end) is also mirrored. This poses a problem when i export the model to another program witch has a coordinate system based on the direction of the entity (in this case a line). So i come back to the question, is it possible to change(reverse) the start/end position to already drawn (mirrored) lines? Btw i am using acad2011
View 2 Replies View RelatedI draw a line then use divide command to put some points with equal distance in this line. some points will then are created on this line but when i move the line, the points do not move. I am wondering if these points can permanently stick to the line so that if i change the position of the line, the position of the points will also change.
View 9 Replies View RelatedI'm working with both Carlson 2012 and Civil 3d 2012 so this could apply to either one.
I have a set of caissons that were shot on separate days, and they started in the middle when they shot them in. I wanted to create a coordinate table, with the points listed from the northernmost point to the southernmost point. I had thought there might be a way to create a table with dynamic input, where I could pick the points as I go along and have the information entered as I pick.
Is there any way to renumber the points via drawing a polyline connecting them, starting with the one I want as #1 and ending with the last one?
I created a volume surface between the as-built and design surfaces, now I would like to show the points that display the cut/fill depths between these two surfaces. I tried modifying the surface property of that volume surface but doesn't seem to offer what I want.
View 6 Replies View RelatedI'm a relative beginner with AutoCAD and was looking to find a way to quickly import a selection of survey points (X & Y coordinates) and their labels from an excel spreadsheet using a script file.
View 3 Replies View Related1. When I do a re-import of my points my linework appears to double up (linework over linework).
2. In my description keys I use "rr" for rail road and "rrisg" for railroad signal (no * in code), linework comes in for both even though I only have it set up for "rr". I thought without the * in code this would not happen, but still does.
3. Finally, I use the "Survey Point Properties" window to make edits to points. All seems great, but when I got back into my drawing all my work was gone? Do I need to update the database some how with the changes? I was under the assumption that by doing it the way I do the changes are saved to the database. Is it better to do the edit on the Survey Tab by right clicking on the import event and selecting "Edit Points"?
I would like to make a block with 2 points and I would like them to follow a line with those 2 points..
Same as you can use the measure command to put blocks on a line with a pitch distance I would like to do the same but the block schould snap with 2 points on the line.
I am drawing a few feature lines within my surface and it is creating split points.....not even sure how they are created and how do I get rid of them....is there a way? I read a little about them and what I have read so far indicates that it is a point where two feature lines cross? I don't have another feature line created anywhere near this one.
View 5 Replies View Related