AutoCAD Civil 3D :: Report For Incremental Station Elevation Difference
Mar 20, 2013
I 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 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?
I am trying to export an Alignment PI Station Report. I've set all the settings I can find to round coordinates to 4 decimal places, Distance to 2 decimal places, and Direction to the nearest second (DMS). When I execute the PI Station Report, the Distance is 3 decimal places and the Direction is to the nearest 100th of a second. how to get these to the correct decimal place? I managed to change them to the correct decimal place for a Station & Curve Report, but not for the PI Station Report. Also, for the Northing/Easting coordinates, I want to remove the commas (for example, a Northing of 3,058,715.3774' should read 3058715.3774').
I am trying to use the Station Offset to Points report from the Reports manager. Currently, as far as I ca see, there is no way to select a group of points to include, either by point group or selection from the drawing. There is only "Select All' or "Deselect All". I want a report that will show the station, offset, raw or full description and elevation of a group of points related to an alignment/street. I don't see that option.
A co-worker asked if I could create a report that listed the station and offset values for selected points & alignment. After selecting "execute" for the Station Offset to Points report, the file gets hung up before I can select the points and alignment I want.
I've tried xml-ing out the desired points & alignment into another file and running the report from..
All other reports under Alignment and Points work fine (drawing does not have other C3D objects).
I have a 2 mile alignment of a railroad loop track and I am looking to generate a report that include both information at 50' increments and the curve data, i.e. PI, PT, so I can generate a staking report for the surveyors. I noticed that there are pre-canned reports that handle one or the other but not both.
how to turn off the units in the output table for the Incremental Station Elevation Difference Report of a profile?
It currently adds "m" to the end of my data which makes it difficult to get working in excel (the "m" makes it a text cell and doesn't allow calculation, unless you can ignore letters in excel).
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.
I 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;
I have some cross sections showing existing and finished grade. The finished grade is a channel and floodplain with slopes to catch existing ground. I’d like to create a report of the offset and elevation at each grade break for the finished grade. Optionally, it could be offset and cut or fill at each grade break. I’ve found the tool to create annotation for the offset and elevation info, but the cross sections are too small on the drawings to accommodate all that text. Is there a way to generate a report for the section view group or even each section view that would contain that information?
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".
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
I 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.
When 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.
I'm need to make a Map Check report on C3D2011, but I don't know how to do it. Since C3D everything have to be setup before it can be use, so my questions are: How do I setup map check? Or What do I need to do get map check report?
I import a survey data (X,Y,Z) in civil3D and make an horizontal alignment near them. I want reference theses survey points to my new alignment by a .txt report (#pts CH. OS elevation). Is it possible?
Setting up my first press parts list and already I'm regretting it...
How do we report material? Lower case letters spelling ductile iron is not acceptable in this office. How to I edit this to be 'DI' or anything else? I have looked in the press part catalog editor or whatever it's called and did not see a way to add to the list of all lower case materials.
Do I have to rely sole on part description for material in labels? ....and why do they still think that no one needs to use the " symbol with these parts? Freakin crashing all morning tring to get this going...
I copied the General Legal Description report and renamed it. When I ran the report, it asked me to save the file Civil.html before opening it. If I run the OOTB report it does not ask me to save the page before opening it. Is this something that I can fix? I have not found a setting anywhere that changes this.
I would like to re-format the way volume reports are displayed, for example I don't need the cut area or reusable volume columns or I'd like to change the Cu.m. dimensional to something like m3.
Is there a way to included the radial bearings of curves for alignment reports generated for the report manager? I know the curves are tangent because I made them so, but the guy checking my report for errors doesn't know that. I don't know any xml.
First prize for me would be to be able to access Parcel boundary vertices via managed dot net.
I could not find the boundary property of the Parcel object.
It looks like developers can access Parcel vertices via COM, in the Loops property of Parcels.
So, it is possible to combine the two to get what I need.
Then I turned to the Report facility. The METESBOUND XSL iterates Parcel segments but provides the distance and bearing instead of the vertices. I was hoping to get to the bottom of the linked code to edit it and produce the vertices output. But - I failed again. Cannot see how the XSL files get to the data needed.
Is there maybe a book or comprehensive reference on the XSL files that provide the reporting function?
