AutoCAD Civil 3D :: Geo-technical Module Import Error / Depth Top - Base Must Be Set
Jul 13, 2013I m using geotechnical module in Civil 3D 2013.I get " Depth Top - Base must be set " error.
View 1 RepliesI m using geotechnical module in Civil 3D 2013.I get " Depth Top - Base must be set " error.
View 1 RepliesIs it possible to add a base depth to the transition lane assembly? I need to do volumes for my road, (pavement, base) but there is a section with a transition (which only has one depth), so that section is off.
View 5 Replies View Relatedstability issues with the Geotech module in 2014?
Seems it takes forever to respond to changing styles/views/visual styles etc and Civil 3D goes into the classic dimmed screen and "Not Responding" mode.
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
I try to import geotechnical data into Civil 3D 2014 but see this message: Object reference not set to an instance of an object .
View 9 Replies View RelatedWhenever I try and click on the "Render Settings" button, it gives me this error at the bottom right of my screen. It appears in red, so I am guessing it is a critical error or something along those lines.
But once I click the "Render Settings" button once more, the window pops up (with the addition of the error) but with absolutely no options or tabs to choose from or click on. With the exception of the render layer option and the render type (Maya Software and so on). This leads me to believe that this error (being: Error: ImportError: No module named stereo), is preventing Maya from functioning properly and preventing me from modifying all of the appropriate render options.
I am running LR4 ver4.3. All of a sudden I receied an error message stating cannnot switch to module. I have tried all the usual stuff before going out to the web to look for fixes. On adobe's site they recommended 6 things which I did exactly as instructed and still nothing..I am running iMac mountain lion and everything on my computer is up to date.
View 1 Replies View RelatedIn Civil 3D 2014 while import .las or .asc file using point cloud I keep getting an error in processing data message.
I have in the past brought in the data successfully (2012, though not often)?
Datum and projection are correct, the data goings in to ArcGIS(had GIS group five the file a try).
The error message in not any more specific than "there was an error processing data"
I exported a drawing (Clipper ship drawing) from TDX5 to CorelCAD .dwg format.Here are some first findings/remarks:
1. Bezier curves are displayed as "segmented" lines - should be bezier curves or adapted splines. (My Clipper ship drawings contain hundreds of bezier curves next to B-splines).
2. Texture fills are not displayed properly, only fragments and on wrong places.
3. Hidden layers are exported and shown - there should be an option to indicate whether a hidden layer should be exported or not. Better still in CorelCAD a hidden layer should remain hidden until a "show layer" command is issued. Now you have to delete a hidden layer before exporting the drawing. (My ships drawings contain many layers, many of them often hidden).
I'm new to exporting from AutoCad Civil3d 2011 to HecRas and I've run into a problem and not sure what the solution is. I export out my alignment, sample lines and surface data to a GEO file and when I try to import it into HecRas it gives me the error that not all my cross sections are georefrenced, its as though the samples lines past a certain point on my alignment aren't georeferenced (according to HeacRas)
View 1 Replies View RelatedI have about 500 .dsf files (from iGrafxDesigner ... maybe 1999 version).I need to convert these to .svg. I would like to avoid having to write an import/export script, but I have done scripting for AutoCAD, Rhino3d, and Lightwave3d, so if necessary I could do it I suppose.
View 6 Replies View RelatedI have three .des files that I cannot open. I can see the drawing in the preview window prior to opening but the files themselves won't open. Sometimes the error message I receive states there is an error reading a bitmap, other times that there is an invalid object in the drawing.
Given the choice of abort, retry or ignore, I click on retry which make another window pop up with the same message and choices. Clicking ignore only makes Designer crash. Is there some command in Designer similar to the audit command in AutoCAD that can save these drawings for me?
It seems that the object was created by the Geotechnical modules. It cannot be exported to AutoCAD. I tried to use the command "Export or Explode", all object will be disappeared e.g. borehole onto the profile, geologies contour line onto the profile… after clicked the commands.
View 9 Replies View Relatedthe "Nothing changed" error you often get when you try to combine curves? It has been here for several version now and also affects the shaping tools. After you close and restart the program, the curves are possible to combine/shape, but it's annoying and it's is clearly a bug.
View 14 Replies View RelatedI just upgraded from LR3.6 to 4.0. When trying to import images the import module freezes for a few minutes and then displays the import screen. However, when selecting a source the program freezes again and eventually crashes.
I had the same issue when upgrading to 3.6 some time ago and then found that disabling some USB controllers solved the problem. This works for LR4 as well. As I don't need all USB connections this is a workable solution, however, disabling controllers should not be necessary to run a program.
System is an Acer Aspire 7811 64 bits w/ Intel i7, Win 7 Home Premium, 8 GB internal mem and no external drives.
I have Photoshop 7 installed ands till recently it was running fine but from just day before yesterday I cannot use the filters. Whenever I try to use it it says "Cannot complete action due to error in Module Interface", I have also tried by reinstalling photshop but it doesnot work.
View 2 Replies View RelatedWould be interested in a strategy for a varying depth overlay, i.e. where the overlay assembly follows a centerline design profile rather than a pavement depth up from existing grade. Then the trick would be for the software to calculate the asphalt volume between the new top surface and the existing roadway surface.
View 8 Replies View Related I have two surface ( OG surface and Gravel LIFT ), i need to have a table that Show me Depths range between those two surface with a color range, in a table and also to be able to see it in the the top surface.
Basically, In every Spot of the surface, need to represent a Depth range between the OG and the gravel surface by a specific Color.
For a surface: I would like to a boundary above a inlet point that is 3" deep.
I would like something like catchment area but the ability to specify a depth distance. Or specify a depth in the water shed analysis in the surface properties.
The only way I know to do what I want is user defined contours for each elevation. Is there a better way to do get a specific shed area for a depth?
I have a Gateway 500SE PC, Home XP, Nikon View 6.0.0, Photoshop Elements 1.01. I have a Nikon D100 camera. When I import a Nef uncompressed file into Elements it gives me an error box...Unsupported Color Depth. I must change these pictures to a supported color depth. This takes too much time to change every picture in a folder when you want to make a contact sheet What is this and how do I fix it?
View 4 Replies View RelatedI have a road that I am engineering and have set up my subassemblies using the daylight standard. But i would like to force a cut section until the fill gets to 2'. so that when i have 2" of fill it will still cut my ditches.
View 2 Replies View RelatedIs there any subassembly can get variable slopes depend on depth like in Land desktop as you can see in the attached file.
View 2 Replies View RelatedI'm currently setting up a band set and want to include a band "pipe invert depth" i.e. basically trench depth.
There are properites in the band label style composer for "pipe invert level" and for "cover" and for "pipe diameter" but not pipe invert depth.Is there a way to display the pipe invert depth relative to the reference (design) surface/alignment?
A secondary question to this is can you use basic arithmetic in the band label style composer? eg pipe cover + pipe diameter?
I was wondering if it was possible in c3d to label points in the fashion often used for nautical charts in which each sounding (elevation) point is labeled with the integer component of the number followed by the decimal as a subscript. For instance 7.3 metres depth would look like: 73
Also I've seen charts with depths as fathoms and feet so 64 feet depth would be 104.
I want to make a subassembly in SAC 2013 to change the slope after require depth,see attached example.
View 5 Replies View RelatedI was wanting to know if there is a way stop part of a projected object from displaying if it is to far away from an alignment profile cut to be of any use.
I know in Revit you can set the deep of view from the section line not sure if you can do anything like this in Civil3d.
Is there a way to find location/locations in profile view along profile with certain coverage/depth?
View 4 Replies View RelatedAny hydraflow calculates depth of flow and spread at sump inlets? Does it assume that the entire flow is coming from one direction (similar to an on-grade inlet)? Or does it make an assumption about how much flow is coming into both ends of the inlet?
View 4 Replies View RelatedI was recently trying to find the normal depth in a natural channel to use as an outfall water surface elevation in SSA. I double checked the normal depth calculations using the Express Add-On in Civil 3D. I found that while the normal depths correlated closely for channels with a single roughness coefficient, they varied considerably if a composite roughness coefficient was used for the left and right overbanks. This leads me to believe that composite roughnesses are being calculated incorrectly in SSA. I would like to use SSA for floodplain analysis, but am unwilling to do so until I have confidence in the calculations.
View 2 Replies View RelatedWhen I use ImportSubassembly API to import my subassembly created by Autodesk Subassembly Composer into my civil project, it reports error-"eFilerError".
the code like this:
atcFile = @"D:9f92eaa4ef514ac982518852e1169932.atc";
itemId = "ab660722-c69d-4ade-b373-0e9f99c94e55";
SubassemblyCollection subassemblyCollection = cDoc.SubassemblyCollection;
ObjectId subassemblyId = subassemblyCollection.ImportSubassembly("TestSubassembly", atcFile, itemId, this.doc.Editor.GetPoint("Select import subAssembly location").Value);
However, it is OK if to import subassembly provided by Cilvil 3D.
I am trying to create a custom subassembly using SAC 2012 that will place a 1' deep ditch at the bottom of the slope in a fill condition. The trouble I am having is how to hold a consant 1' depth on the backslope and vary the foreslope since the daylight offset and elevation is variable depending on the slope of the existing ground. I need the attachment point to be the edge of the shoulder so it seems like a loop that varies the foreslope length would be required but loops are not allowed. I will also have the option to target a profile but I also need the ability to hold a constant ditch depth.
How to model this condition.
I created a volume surface between the as-built and design surfaces, now I would like to show the points that display the cut/fill depths between these two surfaces. I tried modifying the surface property of that volume surface but doesn't seem to offer what I want.
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