C# public bool FindStationAndElevationAtXY(double x,double y,ref double station,ref double elevation)
I don't understand this method. API documentation says that "Finds the station and elevation values at the given X,Y coordinate." but this method return a bool value.I don't understand neither "ByRef".
Is there a way to label or list a station at a specific elevation? I know how to list and label an elevation at a given station but I need to know where a specific (given) elevation is located on an alignment or profile. I don't care if this is listed or labeled on the alignment or profile, I just need to be able to get a station at a given elevation.
View 5 Replies View RelatedI am using LISP in C3D 2012. I am trying to get the station and elevation of a point I pick in a profile view. I found the Method that will get that info, but I can';t seem to get the syntax right.This is the Method;
HRESULT FindStationAndElevationAtXY(
[in] double X,
[in] double Y,
[out] double * pStation,
[out] double * pElevation,
[out, optional] VARIANT * pInBounds
[code]...
I need to conceive a Incremental Station Elevation Difference Report (Toolspace - Toolbox) where each station is worth 20 meters. But I don't know how to set C3D 2013?
View 2 Replies View RelatedI have more than 200 alignments of road network. The profile design are already done for this. I want to generate Incremental Station Elevation Difference report for all the alignments.
For this I have to select each alignment, its respective profile & generate the report for it. As am having more than 200 Alignments I will have to repeat the process 200 times. Is there any way to make the process easier like generating report for all the alignments at once?
I was editing a profile yesterday and when I chose the grips, it offered me the station or elevation which I could edit. C3d crashed and now after 3 restarts, I cannot get the SE grips. I only get polar tracking when using grip edits.
Civil 3D 2012 SP4.0 Windows 7 Enterprise 64-bit
C3D 2014 SP1
Dell M6600, Core i7 @ 2.3GHz, 16 GB ram
Dell T3500 workstation, too much ram to post
Is there anyway to create a point from the coordinate and elevation data listed in a section inquiry panel (see attached)?
View 3 Replies View RelatedI have a section of road that has super elevation from -6% to +6%. The asphalt layer (top green) supers from -6 to +6 but the base course (red) only goes from -4 to +6. I attached a sketch for some visual information.
What subassembly recommended for this scenario?
Is there a way I can set max values for the subgrade? Or an assembly where I can use superelevation for the top and for the subgrade?
I am using C3D 2012 but can use 2013 if it makes a difference.
Civil 3D 2012 SP4.0 Windows 7 Enterprise 64-bit
C3D 2014 SP1
Dell M6600, Core i7 @ 2.3GHz, 16 GB ram
Dell T3500 workstation, too much ram
is it possible to export elevations from a surface at a given interval? i can easily export all the data i used to build the surface, but now I am wondering if its possible to export/extract the surface to a CSV or TXT file with a position and elevations, say, every 5 feet?
View 3 Replies View RelatedI'm still bouncing back and forth from 2008 LDD and 2010 3D.
I can't seem to find inquiry station offset objects or something like inverse to line.
Do have to create alignments for these simple calculations.
My workflow consists of building a point cloud object from a LAS file, filtering it for ground data, and and building a surface object with it. Breaklines are inserted into a surface object, and then the surface object is exported to a DEM file to be used in a GIS application. The problem is that Civil 3D rounds the elevations to 1-foot intervals, even when the file is structurally floating point. How to override this rounding to get floating point values that reflects the original data?
View 7 Replies View RelatedCopy a corridor successfully? I'd like to try this just a little worried about the explosion of evil this may cause to my Civil 3D session.
Even all the properties of the corridor setup from one to another would be useful. I'm building one corridor and an 2nd one that matches everything except I need to replace my Assembly with one meant for stripping.
I currently have my elevation view set up so that the x-coordinates correspond to the stationing along my structure and the y-coordinate corresponds to the elevations. I have a block that will insert the y-coordinate as it should. However, the x-coordinate requires some formatting so that it is shown properly (e.g. "10+00").
I have an attribute equal to a the x-coordinate divided by 100 with the precision changed to 0. So, if my point is 1016.123, the formula converts that to 10. This field is followed by a plus sign and then another field. This last field is equal to the x-coordinate minus the x-coordinate converted as before, then times 100. The purpose being that if my x-coordinate is 1016.123, I would get 16.123 and my block attribute would reflect 10+16.123. The problem is that AutoCAD retains all of the x-coordinate's precision when subtracting and I end up with a result of 0. See attached for clarity - I know this last bit is hard to understand if you can actually see what's going on.
I understand that I could subtract out 1000, but when my stationing is beyond 20+00, I will only be subtracting 1000 and my result will not be correct.
I'm creating pipe networks to represent existing utilities and am still a novice of Civil 3D.
I am creating sewer laterals that need to connect to the sewer main that I have already created. My problem is that I can't find a way to find out the invert elevation of the sewer main at the specific point that the sewer lateral will be tying in to. I no longer have an alignment or profile for the sewer main and I hope that I don't have to re-create them. I just want to pick a point on the pipe and have it tell me that vital information. Is there any way that I can do this in plan view?
can i use the "methods supported" " FindXYAtStationAndElevation" to retrieve a elevation and station from a profile view?
View 4 Replies View RelatedI have a problem setting sysvar like SNAPBASE, which requires 2d point or 3d point. I always get wrong input for the following lines.
double[] point = new double[2] {5,5};
object value1 = point;
Application.SetSystemVariable("SNAPBASE", value1);
what value should I give a 2d point or 3d point?
I'd like to drive the position of workpoints by coordinate values defined in Excel. Inventor allows me to initially create them using values from a linked spreadsheet, however the positions do not change when the spreadsheet is updated. Is there another technique that could do this?
View 1 Replies View RelatedI am trying to create an elevation label that will give me the spot elevation followed by the letters "TC" and then on the line below subtract 4 inches from the elevation followed by the letters "BC". It's easy enogh to add the letters but the simple equation of elevation - 4 inches eludes me.
View 3 Replies View RelatedWhen I snap a point to an object, the point takes on the elevation of the object. I would rather the point's elevation stay as is.
-changing osnapz variable
-latest civil 3d service pack
A few weeks ago I did not have this problem but once my computer was switched to the company's global server and c3d was reinstalled the problem appeared. Furthermore (post switchover), when a colleage of mine prepared a simple test drawing with just a line and a point, he was able to snap to that line without the point changing elevation. When he sent that drawing to me and I tried snapping the point to the object, the same problem occured with the point taking the elevation of the line object. I suspect it is a system variable issue
i have some existing drainage pipe and structures in a base plan that i need to change the invert (which is the easy part) and the top elevation to the existing top elevation that does not meet the minimum presect in civil 3d 2012 is there a way to change these min. to match my exisitng elevation for example i have a catch basin invert is 15.45 top is 17.56 with a 18" rcp the cover will be less than 12" and i need to change this.
View 3 Replies View RelatedIs there a way to have no layer value set for the description keys. I set all the layers, and now I realize I'd rather set this to no layers (boxes are all unchecked). I'd rather see no value under the layer column, but there doesn't seem like a way to set this.
View 1 Replies View RelatedIs there a way to find out the coordinate system and projection of a drawing sent to me? I do not have AutocadCivil3d. I have Autocad2013.
View 3 Replies View Relatedi'm working in AutoCAD 2006 , so the project is that, i have a pdf with contours of an area, i have to rasterize it as a jpg picture, pass it to AutoCAD (i have done this so far..) and then i have to find the X , Y and Z coordinates of some points in the picture. Well with the "ID" command, i found the X and Y coordinates but as Z it gives me 0,0000.. How can i pick a point in the jpg and find the Z? I have to find the altitude!
View 4 Replies View RelatedI am using Inventor 2011. When I display dialog with options for export to PDF in Inventor, all options in this dialog I can set programatically except one - something like Print excluded sheets(I translate it to English from Czech version). This option is accessible when PrintAllSheets or PrintSheetRange option is set.
I can't find it in option values list for PDF in help file. Is it only undocumented or is it not accesible programatically?
I made a lake using lines set at different elevations to show depth, is there a way to calculate the volume of the lake in AutoCAD 2013 from just the line elevations and area without having to make the lines a solid surface
View 2 Replies View RelatedAll I want is to manually add a station in between to other stations.... ie I can produce this-->
However I would prefer to produce this -->
Which has an additional station added as required from time to time.
Within my road corridor, I have one section where the excavated material cannot be used as fill elsewhere. I see a place where I can specify a factor for reusable volume when I compute earthwork materials. But it looks like I can only use 1 factor for the whole corridor. Is there a way to say from Sta XX+XX to Sta XX+XX the reusable fill factor is 0, but the rest of the project it is something else?
All I can think to do is copy the quantity report to Excel and manually change the reusable volume in that station range to 0. But, since the report comes in as just numbers (no formulas), I then have to enter all the formulas to recalculate the volumes.
First - the alignment station label text size when viewed in model space is fine but when viewed in paper space it comes in way to big. How do i adjust this so i see things in paper space as they are in the model?
Second - Would like to adjust the station label style from the defalt 0+00.00 to 0+000.000
When an alignment needs to have stationing modified, what is the best process for this when a proposed grade line and corridor have been established? I know the proposed grade line can be edited via edit profile geometry>profile grid view.
But what from I have found each station has to be modified individually, which is cumbersome. I would hope to be able to modify the proposed grade line by changing only the beginning station and the rest would update, similar to the alignment.
C3D 2011, (latest updates)
Win 7 Pro, 64-bit
16 GB RAM
I have a problem with some station labels I have, when I open the drawing(s) the labels display ??? instead of the station. After I manually sync the alignment in prospector, the drawing switches to the model tab with the ? now showing correctly.
View 2 Replies View RelatedLike entering a station and going there?I've used the 'SO with Zoom C. That is not simple.12+ miles of a single road alignment with 3 equation stations makes for a LOT of panning.
View 4 Replies View Related