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 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]...
It seems like I used to be able to do this in 2012.
I created a design profile and used the copy profile command. I close the layout toolbar of the original design profile.
When i select the copied design profile to grip edit a pvi, the existing ground profile and copied profile disappears and i cannot grip edit.
I have also tested this with an OOTB template.
Question: How to be able to grip edit a copied design profile in 2012.
can i use the "methods supported" " FindXYAtStationAndElevation" to retrieve a elevation and station from a profile view?
View 4 Replies View RelatedI recently upgraded from Civil 3D 2009 to Civil 3D 2014. In Civil 3D 2009 I was able to set the point style 3D modeling to flatten the point to a 0.00 elevation. In doing this I could move the point around freely using the nod grip without the elevation changing weather I used object snap or just freehand placed the point.
For some reason with 2014 when I grab the nod grip it changes the elevation to 0.00 as soon as I move it from the location it currently sits despite the fact that everything is set the same as it was setup for 2009. Is there a setting that I need to change to fix this or is there a new way to go about moving the point without using a bunch of different commands.
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 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 RelatedC# 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 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?
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.
My road corridor regions can't be stretched using the region grips when 'geometry locking' is on, grip stretch works when i change the locking option to 'station locking', but it used to work fine also with geometry locking on.. It has happened somehow to all my files, so it seems to be caused by some application setting, the corridor regions can be stretched from grips fine on other pc's. (C3d 2013)
View 6 Replies View Relatedi thought we can grip edit a horizontal alignment? - when does it not work or not applicable because when I tried to change part of my alignment it did not work?
View 3 Replies View RelatedI have a station equation in my alignment that happens to fall in a vertical curve in my profile. I'm using the PVC and PVT station and elevations from the plans and the K value to draw a Fixed Vertical Curve. It doesn't seem to be taking into consideration the station equation. It is calculating the wrong PVI station and elevation.
View 8 Replies View RelatedThey are read-only, so seem to reflect the start and end of the profile tangents.Would you ever not set those to the alignment start and end stations?
I tried setting them to stations before and after the alignment start and end stations, that did not allow me to reach my goal of allowing addition of PVI's before alignment start and after end.
I know you can have the profile extend beyond the alignment, it works fine if you add the PVI's with the C3D toolbar.I can't figure out how to do it with the API though.
I have a profile view created with several surfaces including a proposed surface. The stationing on the X-Axis of the profile view corresponds correctly with the PT's, PC's etc on the proposed surface profile, however the the labels that are actually on the profile line are giving me values such as PC: 0+668.62 when it should read 21+93.63.
I can't seem to find a correlation in the two numbers and am having difficulty changing the style to correctly reflect the stationing.
I know this. I am aware. This is why I avoid changing the reference point as much as possible if I have profile views or anything else dependent on my alignment. I also have no problem with this dialog giving me a useful reminder.
My problem is this: if I want to make my alignment longer, and I grab the grip at the end of it and drag it to a new location, the reference point moves too! Who in their right mind would want the reference point to move when adjusting the end? Personally I wouldn't want C3D to ever move my reference point automatically. I can have some sympathy with moving it if I am grip-editing the start of the alignment, or the tangent on which the reference point resides. But I'm editing at the end of the alignment, on a different tangent. Why would you move my reference point and make me have to go back and reset it to where it was? How dare you throw your warning message at me for moving the reference point back to where it should be when you secretly moved it to a wrong location with no warning whatsoever?
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
I can label the superimposed profile but c3d uses the stations of main profile of profile view.
Thinking on the future.... c3D can have the ability of use superelevation values to calculate the right values of superimposed profiles ?
I've attached two screenshots of my issue. I simply need to change my major station from 1000' interval to 500' interval. As you can see from the screen caps, I can manage to get the band details on the stations I want, through a workaround, but the vertical gridlines get all messed up.
Windows 7 x 64 bit
NVidia Quadro 2000 Dual Monitor
6.00 GB RAM
Intel Xeon W3550 @ 3.07 GHz
Civil 3D 2013 SP 2, Civil 3D 2012 SP2, Civil 3D 2011 V3, Civil 3D 2010 V3
I have set one station equation in my alignment and it displays correctly in horizontal view and in profile. But stations of projected objects after that equation are not correct in projected object label. It displays station values as it would be without station equation. If i manually insert profile view label for that point it is correct.
As you can see in attached image green station value (that one is label for projected points) is wrong because it does not take equation into calculation. How to make projected objects labels to consider station equation?
how to label Profile Grades at a certain station other than high points, low points, pvis...etc?
I need to label an offset station with profile grades and cant seem to figure it out.
Civil 3D 2013
Is there anyway to display Alignment Station Offset Label at Profile View because sometimes i want to display where is the phisical noze location in profile view also my attached file display what i have in my label and how display my label in profile view.
View 7 Replies View RelatedWe're currently experiencing some strange behaviour with our pipe networks. Certain structures will not swap parts, but even more strangely, manhole height seems to be locked. Sumps will not adjust via grip edit or manual changes (see image: pipe connects to stucture, but sump will not update). Changing reference surfaces does not seem to work either. This occurs with all structures, even new ones, including ones created in brand new dwg files. I think the issue is related to the pipe catalogue (saved on a network path).
If you look at the attached images, the part appears to be modeled fine in part builder, but when that part is used in a style, I have a really random shape show up instead (although it still looks okay through object viewer for some reason). There have been some updates to some of the structures using part builder recently, is it possible that the pipe catalogue became corrupted somehow? or is there a way to refresh/regen the catalogue so that my drawings will update with the changes?
How the object is modelled is really not that important for our uses, we just need it to look okay in the profile views. It would also be nice if the sumps could be adjusted.
This is using Civil 3D 2012 Service Pack 2.1
When a Station Equation is added to an alignment it causes all of the profile views to get messed up. In addition once the EG profile changes the entire FG profile may also need to be changed. See this video I uploaded to Youtube that fully explains and shows the problem: [URL] ........
So, any way to some how lock the profile views start and end stations? Or to some how lock the PVI locations on a a proposed profile to certain stations?
how to update the information? I revised the pipe alignment but the profile did not update the station. WHat steps do I need to perform?
View 1 Replies View RelatedHow to get automaticly data on the profile. See my road profile in attachment.
Now i have to manually write data of elevation of existing and future ground and distance.
i think that is possible automaticly, but i dont know how.
I have a surface profile 1 and a corresponding water level profile 1 of a flood plain. Now I get an updated surface profile 2 and the engineer ask me to ajust the water level according to the difference of surface level 1 and 2.
How can I add a irregular distance (water depth) to surface profile 1?
A tabular data sheet for profiles could be very interesting.
Civil 3D (2013)
In the profile band the elevations are set to 3 decimal places. I just want to get it to 2 places.
View 3 Replies View RelatedI need to know how to display a proposed profile elevation in the major station alignment label, I mean, for example, I want to read in the label "0+000, 494.444". I've already edited my major station label style adding a (profile type) Reference text, and it only displays "?". I suppose I need to associate it with the correct profile, but I've not figured out how to. I show you how the label looks in the attached image.
View 8 Replies View RelatedNeed getting pipe top elevation in profile view data band? In labels it's possible to perform calculations via expressions. In data bands – not. Inablity to get pipe outside top elevation in profile view leads to dead end in my hunt for smooth workflow.
View 5 Replies View Related
