Whenever I try to do a COPYBASE on a surface, C3D 2013 crashes. I can do the same steps in 2012 with no problem, but in 2013 I get a fatal error everytime.
Infrastructure Design Suite Premium 2014
Civil 3D 2014 x64
Windows 7 64-bit
6GB RAM
this thread confirms that Autodesk broke the surface transparency functionality in 2013. I imagine by the lack of response to the original thread that this is either a little used or not well published feature....
[URL]
IDSP Premium 2014 (mainly Civil 3D 2014 UKIE SP1 & Infraworks with some limited 3ds Max Design)
Win 7 Pro x64, 256Gb SSD, 300Gb 15,000 rpm HDD
16Gb Ram Intel Xeon CPU E5-1607 0 @ 3.00GHz (4 CPUs), ~3.0GHz
NVIDIA Quadro 4000, Dual 27" Monitor, Dell T3600
Attached is a dwg file that refuses to complete the surface triangulation. Can some try this? The maximum triangle length is set to off. I'm out of guesses. If I move the furthest point around it will complete the surface but just not in it's current location. Point number 69
View 9 Replies View RelatedIs it possible to data shortcut a surface from c3d2013 into c3d2012?
I tryed it and it says that the surface is in the drawing but its not showing up.
I've tried changing the style and the layer but nothing works.
I've tried this on three different machines now, definitely seems to be a bug. We are creating these on the X drive or Autodesk 360, do n't know if it does with any file folder, but guessing it probably does since the sync is an external process.
Autodesk Infrastructure Suite Premium 2012/2013
Windows 7, x64
Xeon E31225 w/ Quadro 600
C3D 2013. 64 bit. Windows 7.
Question 1.In C3D 2013 is there a ceiling to the number of points allowable in a C3D surface? Is it 1.5 million?
Question 2. In C3D 2013, when creating a surface from Point Cloud data is there a maximum point count based on the answer to question 1 - or is a different point count limit applied?
I have designed a pipe network in Civil 3D 2013, first I created a rule set for both structures and pipes, then I created a parts list, next I built my network.
Where more than two pipes connected to one structure, I found 'applyrules' couldn't align everything appropriately, so I had to manually amend the levels in 3D to ensure the pipes connected correctly (soffit to soffit / top invert to top invert).
My problem is that after doing all this, the surface model has been amended! I have changed the reference surface in the network properties and in the vista. The rim height of my structures seems to have been adjusted in the most part but my pipes have not.
In areas where the surface has gone down, my minimum cover is violated. Is there a way to move the pipes back down to minimum cover, without using 'applyrules', as using that command would change the gradients to the minimum, some gradients have changed during my manual adjustments.
Furthermore, where the surface model has reduced in level significantly, my pipes are now above the surface and the manhole has stayed there too.
COPYBASE & PASTECLIP Command not working
View 3 Replies View RelatedI'm trying to build a list of surface lable style, (both slope and spot elevation) using vlisp 2013.
I can create a list of the parant, but I can not find the clildren.
my goal is to change a surface label style between the parent and the children, using a list. To many style for the property menu.
with the Genio Exporter. I need to export the surface triangles from my job, but the Genio export dialouge box only gives me the option to export suface boundaries.
View 4 Replies View RelatedI am having some issues with surface profiles on a dreffed alignment no updating dynamically.
Currently it requires me to set them to static, then back to dynamic and they update.
I am well aware of the issue of dreffed surface profiles staying static. I am using the work around of dreffing in the surface and sampling in the drawing using the dreffed alignment.
Civil 3D 2014 (SP1)
Win 7 Pro x64
DELL Precision Workstation T3500
Intel Xeon 3.3GHz (w3680)
24Gb Ram
NVIDIA Quadro 2000 (1GB)
I often have to do storm pond surfaces that (for the purposes of planning) are flat on the bottom. These surfaces are created from a combination of survey data and grading groups and the tin of these surfaces is perfectably acceptable. However, when contours are shown, the flat bottom is shown with contours jig-jagging all over the place.
The attached image shows a comparison of the same pond. The top was created with survey data and grading groups; the bottom was created using contour data only. The generated surface on the top shows the bottom contour going in different directions and has parts where the an expected contour is missing.
How to correct/manipulate the surface to show a proper flat surface?
Has instances where you set your tolerance for the maximum triangle lenth to say 50m to reduce the amount of triangles along the edge that run at long distances. When I do this I end up with multiple surface holes and I'm not sure why as there are points in the area.
I thought well maybe it's because i should've reduced my max triangles first then added breaklines. Would this matter? I also thought I could add a line to the surface to fix the holes vs. deleting surface lines along the entire edge of a surface for many many miles.
I am trying to add points into a surface. I have done this before without any problems, but now I am having issues.
When I ID points which makes up the surface it gives me the correct Z level e.g. 24.5m, however when I hover over the surface it shows me the surface name and a different z level e.g. 0.65m. What is the reason for this difference in z levels? I think this may be causing the issue I am having when I add new points.
I select the surface and use the 'edit surface command' in the ribbon, choosing add point.
When I add a point at the level I require(23.89m), it puts it in a lot higher than the surrounding area, so I tried to put the point in to the lower z levels (0.4m) it puts it in a lot lower!
My goal is coming up with the volume bounded by the design surface and the existing surface. I don't have the design surface modeled yet.
Do i need to create alignment offsets?. Alignment 1 profile view is also attached. Then Alignment2.
What about starting with alignment1 profile view? Since I have created a polyline as the design profile ?
how do I shrink labels? Where is it in the settings ; the Align folder had been check.
I am issues with DEM files that I am downloading from the USGS website.I download 24k, elevation for the area I need. I then choose staged 1 second, add a surface to a blank drawing, then upload the DEM files to the surface.
The surface imports correcty, but when I try to import points taken by a surveyor on the same drawing, they plot incorrectly.The DEM surface and the points from the surveyor do not correspond. Also, the DEM surface is in meters, not feet. I have tried changing drawing settings, datum types, coordinate types, etc.
Is there any way to change the referenced surface on a Surface Elevation Label. I can see the surface in the properties but cannot change it.
C3D 2011
I have a project involving 3 programs. I am creating a planned development in 3d to be 3d printed when finished. The project is a 5 acre tract containing 8 buildings. I have built the surface in C3D and each building in Revit. The buildings are not in the same Revit file. For my solid work, I will bring the files over into 3ds Max Design to section into smaller quadrants to build in the 3d printer.
The questions:
Would it be better to import the surface into Revit to merge surface and buildings together?
Would it be better to import the buildings into C3D to merge entities?
Would it be better to bring those entities into 3ds Max and then merge them into one? Will 3ds Max Design allow me to insert entities accurately in the environment?
I need to create a sub-set surface from my main surface. not sure what the vernacular is for a "subset surface" in c3d but i do have a feature line that bouinds the desired area, but that is as far as i can solve.
i did try creating a new surface - pasted the main surface in the edit definition, then deleted triangles until the boundary alighned wiht my featureline. This seemed to work, but when i view the properties of the smaller subset suface, it shows a mimum and maximum elevation that is incorrect.
Im currently using an addon for Civil 3D called Novapoint. It allows me to create 3D models of surfaces made out of 3d faces and easily models cut and fill 3d-models for me.
The only thing i need to create a cut and fill model is one or several ground surfaces (existing ground, earth layers, rock etc. whatever i need) and a closed polyline/3Dpolyline that represents the level I want my cut and/or fill model.
I enter the spcifications I want such as; earth cut angle, rock cut angle, fill angle, select which surfaces i want to include in the model calculation and select the polyline.Novapoint then calculates the cut/fill model from the surfaces to the polyline and models the different cut/fill angles and gives me the results in a 3d-face model and a specification of the volyme of rock cut, earth cut an fill.
1. Novapoint is quite unstable and crashes alot
2. You cant create profiles out of 3d faces
3. Novapoint does not automaticly combine the start surfaces with the modeled cut/fill surface
4. A large surface made out of 3d-faces demands alot of computer power
So I want to how I do the same that Novapoint does for me in Civil 3D? (I have access to Civil 3D 2007-2013 depending on which one you're using)I know I can take the 3Dfaces i created in Novapoint and make a surface in Civil 3D with them but I want to exclude Novapoint completely.
all of a sudden whenever I run audit on my corridor file the surface definition becomes a snapshot. To add to the drama, the corridor surface will not paste into an empty surface. Why?
View 2 Replies View RelatedMy problem added with pic ... I want to make volume calculate for sample road project. When I try to compute materials I cant use Corridor surface for DATUM... There is only target surface on option..
View 2 Replies View RelatedI am trying to visualize a road project. The problems is, whenever the corridor surface goes below the EG surface (when the road is in cut) the EG surface is the only visible surface.
I sort of need to subtract the corridor surface from the EG surface, or merge the both surfaces into one.
I was wondering if there is an easy way to trim one surface to another. Right now, I have two slopes (3:1) that are perpendicular to each other. They meet at a corner and I have extended them past each other so that I could see the intersecting edge. Now I would like to trim them to each other like you would a polyline etc... but I am not sure how to do this.
If I select surf trim, it tells me they are the wrong object type, but they are tin surfaces?
I used a 2d polyline to create a surface boundary for a surface created. The polyline is a closed loop. For the boundary type it is outer, unchecked Non-destructive breakline, and mid-ordinate distance = 1.
My problem is that when I do this I only get a small portion of the surface to show up within my surface boundary. If I don't have a surface boundary the entire drawing surface shows up no problem.
The purple polyline is my boundary and the light blue is the surface created within the boundary.
Is it possible to export created surface from civil to revit architecture? If yes , How? And if its not possible - maybe i can somehow import cogo points to revit?
View 6 Replies View RelatedI'm facing an issue when I start up the AUTOCAD 2013 on Windows.
I clicked on Autocad icon, and a message is prompted saying "Unknown Property" with a yellow triangle with an exclamation mark inside it, and the software do not start up.
The highlights: Yesterday the software was working normaly when happened a black out. I started the computer again and keep working without any issue. Today when I would keep working on the project I couldn't start up the Autocad.
AutoCAD LT 2013 - Crashes at startup and haven't been able to use at all!
Autocad opens and them it closes itself very quick. It doesn´t give me any error. The program was running ok, until last week. Haven´t make any system changes
I´ve tried to uninstall and them install de program, reinstall :NET framework and still nothing
I am a typer, so run commands very fast. I am seeing crashes right after an autosave, when I hit escape fast.
This never happened before, and does not happen on 2009.
Autodesk added the "intellisense" for commands in 2013.
This kind of instability is likely tied to that addition that we turn off.
Is there a way to completely disable the intellisense, like clearing the list of commands or something.
I'm using autoCad 2013 for Mac on OS lion (Educational Version). Often when i'm working for longer periods, when I try to save my work, it will suddenly go to my desktop, and the program wont respond. My work then is lost, and I have to open the recovered file, or work from the Auto saved file, and sometimes they didn't save aswell.
My files are saved on a shared dropbox folder, with some external references. On relative paths, i've unatteched them and it still crashes. I've tried the _audit command, and that didn't work either. I've been searching with appload for the MdiTab17.arx entry and try to unload it, but I can't find that file (maybe it's a windows solution).
Running AutoCAD 2013 on Windows 7 64-bit OS Dell desktop.Whenever I plot 1 in 4 of the times, AutoCAD freezes, usually crashing. Happens both when either typing the command or using pulldown option.Freezes before I get a chance to choose which printer/plotter but plotting with HP Designjet T1120.
I am assuming downloading the HP Universal driver wouldn't do me any good. I am not crashing after I send anything to plot, but before, immediately after the 'Plot' window comes up, it freezes.