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).
How to compare two surfaces and show with colors the elevation differences between the two. My question is when selecting a elevation range, I would like to have more colors plotted. This is hard to explain.
If I have say 8 elevation ranges in my analysis tab, I see it starts with red and goes to green. If I increase the range, I get into the blues. How can I expand the colors so If I only have 6 or 8 ranges that I see more colors and less shades of red. (by the way, I have selected rainbow color scheme)
how to get Super Elevation report for superelevation value at every point separated
View 2 Replies View RelatedI 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 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?
View 1 Replies View RelatedI'm using the exporttoautocad command to convert a 3D drawing with a proposed surface (a TIN object) into a drawing with just contours (polylines with elevations). My original drawing is in feet and has a NAD83 state plane coordinate system.
Everything seems great in the exported dwg, except it is converting the elevation units from feet to inches!? A contour that was originally at an elevation of 7.0 feet, ends up at 7 inches in the exported drawing. Spatial coordinates are preserved.
differences in elevations of points along Profile 2 (the proposed new road elevation) and Profile 1 (the existing elevation/surface) should be computed and shown right above the Profile 2 line. For example, if at a certain point PT 1 the elevation of the proposed road is 132.44 meters and the elevation of the existing surface is 132.45 meters, the difference is -0.01 meters and it should be shown exactly above the Profile 2 line (or a little bit above it) but not on it. The same should be done for every chosen point along the proposed profile.
So far, I have done this manually, by dragging the difference (already automatically computed and shown in one of the bands below the profiles) to the correct place for every single point. However, I don't know how to do this automatically.
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.
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 RelatedHow do you suppress viewing drawing polylines in the cross section editor in 2014. I never had this problem in 2013, now it shows all of my polylines in the cross section editor. I thought it would be under 'display objects'.
View 4 Replies View RelatedIs there a way to suppress the synchronization of data shortcuts when opening, regen, importing new shortcuts, etc.? (Similar to field update settings)Civil 3D crashes enough without having add this to it's list of startup tasks.
View 1 Replies View RelatedI'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?
What are the steps to do it right?
I would ask a question about the Cut and Fill Volumes reports in Civil 3D.
View 3 Replies View RelatedI 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?
View 3 Replies View RelatedSetting 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...
IDSP 2014
Win 7 64, Xeon ES165@3.2Ghz,
64 GB RAM, Quadro K4000 (x2)
I'm trying to suppress trailing zeros in a surface slope label in run:rise format. Basically, if it's a 2 to 1 slope, I want it to read 2:1 or if it's a 2.5 to 1 to read as 2.5:1.
I found this blog showing how to do it for line slopes, but I think it's not able to work using the run:rise format.
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.
View 1 Replies View RelatedI'm missing the tab in my tool space that has the report generator in it. What command brings that tab back?
View 2 Replies View RelatedI 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.
View 5 Replies View RelatedIs 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.
View 1 Replies View RelatedCivil 3D 2013.
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?
how can i create custom report ?
View 7 Replies View Relatedwhy the "cut/fill" numbers are all at zero in my report? All the offsets and the design elevations show just fine....
View 9 Replies View RelatedIs it possible to create a Slope Stake Report for multiple baselines?. When I generate the report, it only creates a report for the first baseline of the corridor. All of my sample lines are in the same section group, so I'm wondering why it would not create all my sampled stations.
View 7 Replies View Relatedhow to get the Horizontal Curve Report saying left / right curve details in autocad civil 3d
View 2 Replies View RelatedI need to include the data definition for 120 elements . I'll insert it at a word report.
Civil 3D (2013)
When creating a Corridor Section Points Report using the Toolspace>Toolbox>Reports Manager in Civil 3D 2012, the stations get listed but only a few contain point information (see attached).
I am trying to generate stake-out data for a proposed road. I was able to get this report to work successfully in one of the Civil 3D tutorials, so I assume that nothing is wrong with the utility. The problem may be related to my corridor.
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').
View 4 Replies View RelatedI want to generate Civil 3D point of intersection alignment report including following columes.
PI Row station
Delta Angle
PI Includead Angle
Is this possible?
AutoCAD Civil 3D 2012 SP 2