I have been trying several times to assess the sight distance along an alignment with SS4 by exporting the alignment into a native IR alignment.
I activated the tool from the application add-ins in the explorer.
I used the tool available under "evaluation"
Unfortunately when hitting "Apply" the software shuts down.
Has anyone come across this issue before? Is there any other way to assess visibility with SS4?
Thank you
Kind regards
Gabriele
My design model name is DESIGN,
center line string is MC00, left cway string CE00, right cway edge string CE0I,
road length is 1000m, start chainage is 0+000, but it is right for line mode to create sloped edge pavement? Like attached picture.
000 Pavement layer design
alia,design,d
desi,d
000 Left
110,mc00,,s100,4=-0.1,7=0.0,5=100,8=500
110,mc00,ce00,t101,4=-0.1,7=0.0,5=100,8=500
103,mc00,,s101,5=100,8=500
104,,s100,t101,7=-0.5
103,mc00,,s102,5=100,8=500
105,,s100,s101
105,,ce00,7=1
999
desi,d
000 Right
110,mc00,ce0i,t10i,4=-0.1,7=0.0,5=100,8=500
103,mc00,,s10i,5=100,8=500
104,,s100,t10i,7=+0.5
103,mc00,,s10j,5=100,8=500
105,,s100,s10i
105,,ce0i,7=-1
999
000 delete the temp strings
edit,d
031,t10
999
I've created horizontal geometry by using "Line Between Points" and placing arcs using "Arc Between Elements" tools. It looks like this:
It's a complex element with vertical alingment and many referenced elements, so I really don't want to drop this complex.
Now I need to rotate one line that it will behave like "Line To Element" ruled line. In other words: I want to rotate the tangent so that arc will extend and won't move.
The problem is that the line was defined as "Line Between Points" and it only rotates about these points. Is there a way change constraints of element in ORD?
Sorry if my question is silly, but I feel that I'm missing something simple as it was very easy thing to do in SS2.
Regards
Monika
I tried to create a terrain model from an ascii file, but my contours look very strange (see slanted lines). Was wondering if anyone can tell me what the issue is/ what I can do to fix it?
I can go more in-depth of exactly what I did, but here is a general overview of my steps: I downloaded the tin data from the website I normally do if I was doing this in MicroStation. I used the Create Terrain Model from Ascii File feature in ORD and uploaded the tin file. I opened the Create Text Import Settings File dialog box and went through the tabs on the left, and I made sure to specify my coordinate system. Then I closed that dialog box and clicked Import. I am not sure if there is something I am overlooking. Has anyone else had any similar issues?
Hi,
How to design earthworks that same as attached photo. Benching slope excavation for existing embankment. And quantity needs to define cutting and filling.
INROADS FAILED TO CREATE CORRIDOR WHEN YOU WANT TO SAVE IT SAYS "imperial units used while creating this library" And the corridor doesn't appear....Please help
Have already chosen the template all settings are in metric plus the units but still says "imperial units used while creating this library" and i want to use metric...
please help am stuck..............?
Hi
I have recived a DWG ( Revit model converted to DWG) from an architect I work with. I have taken tis dwg and "merged " it in to a dgn to use as a reference.
I experienced my system to be extreme slow when working with this merged files... both directly or using them as a reference. Not the first when it comes Revit model / DWG.
Are there some guidelines when working with Revit models / DWG in a OpenRoads Designer environment?
Is it possible to "Clean" it up somehow?
regards
Sigfús
Hello,
I'm just trying to design a roadway pad in site modeler. But unfortunately i couldn't manage it. I have existing ground, Road1 design dtm, Road2 design dtm and Road3 design dtm. Could you please help me about designing a roadway pad into Site modeler. I want to see all roads at once and merged in one terrain model.
Thanks for your helps.
I’m trying to fit two arcs between existing elements. The first element is a clockwise arc R=350m, the last element is a straight line. From this line I start a counter clockwise arc R=800m using “simple arc from element”.
Then when I try to close the alignment using “arc between arcs”, I configure it with a double spiral from the R=350 and a single spiral to the R=800, see image.
There is a solution, however the results are not correct.
the single spiral that fits between two arcs with the same direction has somehow become a spiral in the opposite direction, as shown in the attached image. It doesn’t matter whether I set it up as a compound or a reverse arc, the result is the same.
When correctly finished the alignment should look like this:
CW arc R=350
CW spiral A=120
CCW spiral A=100
CCW arc R=300
CCW spiral A=100
CCW arc R=800
straight
When I’m trying to build the alignment in the other direction, with the R=800 as the back element, there is no acceptable solution apart from some ridiculous loops.
I’m using ORD 10.6.0.38, but I get the same result using ORD 10.7.3.18.
Does anybody know if I’m doing something wrong?
Mostly I used to work in Metric Systems, if I am selecting Training & Example Workspace instead of Metric Standrds what will be the problem with my working for a road project. I am not able to understand why bentley introduced the concept of Workspace and Workset settings and what is its use.
Regards
Babulal
I just updated to version 10.7.3.18 and am now getting this error periodically. It has happened when first opening a project file after the update and when right click holding and changing the view.
Also is it saying to run cmd with the command "OpenRoads Designer/regserver"?
Thanks
The following error occurred just now, and I suspect that it might be related to this workflow:
Error stack:
System.OutOfMemoryException: Exception of type 'System.OutOfMemoryException' was thrown. at Bentley.ECXAttributes.ECXASchemaExternalAccessor.Load(AbstractDataInternalizer* source, Boolean loadXml) at Bentley.ECXAttributes.ECXAttributes.InternalTraverse(TraverseDelegate traversalDelegate, ElemHandle* elemHandle, ModelReference modelRef, UInt32 xAttributeId, IECDeserializationFilter filter, Boolean traverseSchemaInfoForExternalSchemaECXAttributesOnly, Object userObj, IExtendedParameters extendedParameters, Boolean processHiddenAttributeIds) at Bentley.ECXAttributes.ECXAttributes.Traverse(TraverseDelegate delegate, IElementRef* elemRef, ModelReference model, UInt32 xAttributeId, IECDeserializationFilter filter, Boolean traverseSchemaInfoForExternalSchemaECXAttributesOnly, Object userObj, IExtendedParameters extendedParameters, Boolean processHiddenAttributeIds) at Bentley.ECXAttributes.ECXAttributes.Traverse(TraverseDelegate delegate, IElementRef* elemRef, ModelReference model, UInt32 xAttributeId, IECDeserializationFilter filter, Object userObj) at Bentley.Civil.Model.MSPlugIn.ECLocalKeysFinder.ECInstanceWithThisKeyExists(IElementRef* elementRef, ECSchemaAnalyzer schemaAnalyzer, String localKey) at Bentley.Civil.Model.MSPlugIn.relationDescriptor_create(DgnRepositoryConnection dgnConnection, String* extraInfo, DgnModelRef* targetElementModel, IElementRef* targetElementRef, String relatedLocalKey, String associatedString, Object orderId, ECSchemaAnalyzer schemaAnalyzer) at Bentley.Civil.Model.MSPlugIn.TraverseRelationAccessors(DgnRepositoryConnection dgnConnection, DirectedRelationship directedRelationship, IEnumerator`1 relationAccessors, IExtendedParameters extendedParameters, DgnModelRef* thisElementModel, IElementRef* thisElementRef, String thisLocalKey, List`1 listOfRelations, Object args, ECSchemaAnalyzer schemaAnalyzer) at Bentley.Civil.Model.MSPlugIn.ModelPersistenceStrategy.TraverseECXRelationships(ElementArgs elementArgs, List`1 listOfRelations, DirectedRelationship directedRelationship, Boolean isRelationshipPolymorphic, Object userArgs) at Bentley.Civil.Model.MSPlugIn.ModelPersistenceStrategy.TraverseECRelationships(ElementArgs elementArgs, DirectedRelationship directedRelationship, Boolean isRelationshipPolymorphic, TraverseRelatedInstancesDelegate traverseRelatedInstancesDelegate, Object userArgs) at Bentley.DGNECPlugin.MSElementHelper.GetRelatedFilteredElementKeysFromStrategy(DgnRepositoryConnection connection, ElementKey elKey, PersistenceStrategy strategy, RelatedInstanceKeysGatherer gatherer, IExtendedParameters extendedParameters) at Bentley.DGNECPlugin.DgnECRepository.LoadSelectedRelatedInstancesRecursive(RepositoryConnection connection, IECInstance instance, SelectCriteria selectCriteria, LoadModifiers loadModifiers, Dictionary`2 instancesDictionary, DgnECQueryEvaluator dgnECQueryEvaluator, IExtendedParameters extendedParameters, Int32 recursionDepth, Dictionary`2 recursionChecker) at Bentley.DGNECPlugin.DgnECRepository.LoadSelectedRelatedInstances(RepositoryConnection connection, IECInstance instance, SelectCriteria selectClause, LoadModifiers loadModifiers, Dictionary`2 instancesDictionary, Object dgnECQueryEvaluator, IExtendedParameters extendedParameters) at Bentley.ECPlugin.Common.QueryResultsDataSupplier.<ItemsInRange>d__0.MoveNext() at Bentley.ECSystem.PageableContainer`1.LoadPageFromEnumerator(Int32 pageIndex, IEnumerator`1 enumerator) at Bentley.ECSystem.PageableContainer`1.LoadPage(Int32 pageIndex) at Bentley.ECSystem.PageableContainer`1.TryGetElement(Int32 elementIndex, T& element) at Bentley.ECSystem.PageableContainer`1.<get_ElementsInAllPages>d__6.MoveNext() at Bentley.Civil.Objects.Engine.Instance.CivilOnlyResultsSupplier..ctor(QueryResults initialResults) at Bentley.Civil.Objects.Engine.Instance.ExecuteQueryReturnOnlyCivilObjects(RepositoryConnection connection, ECQuery query, Int32 pageSize, IExtendedParameters extendedParams) at Bentley.Civil.Objects.Engine.Instance.LoadRelationships(DirectedRelationship relation, Boolean isNamed, Boolean hasProperties, Boolean noReadonly) at Bentley.Civil.Objects.Engine.BaseObjectList.CheckStateAndLoad() at Bentley.Civil.Objects.Engine.BaseObjectList.get_Count() at Bentley.Civil.Objects.Engine.ObjectHolderInternal.get_ObjectReference() at Bentley.Civil.Geometry.Model.GeometricModel.get_CorridorSet() at Bentley.Civil.Geometry.Model.Accessor.GeometryModel.GetCrossSectionEntities() at uGeometryModel._GetCrossSectionEntities(uGeometryModel* , map<std::basic_string<wchar_t\,std::char_traits<wchar_t>\,std::allocator<wchar_t> >\,std::basic_string<wchar_t\,std::char_traits<wchar_t>\,std::allocator<wchar_t> >\,std::less<std::basic_string<wchar_t\,std::char_traits<wchar_t>\,std::allocator<wchar_t> > >\,std::allocator<std::pair<std::basic_string<wchar_t\,std::char_traits<wchar_t>\,std::allocator<wchar_t> > const \,std::basic_string<wchar_t\,std::char_traits<wchar_t>\,std::allocator<wchar_t> > > > >* ) at xsLink_launchAnnotateCrossSection() at Bentley.Civil.RoadwayDesigner.RoadwayDesignerPlugin.ShowAnnotateCrossSections() at Bentley.Civil.RoadwayDesigner.RDManager.ShowAnnotateCrossSections() at Bentley.Civil.Geometry.Model.Commands.Addin.AnnotateCrossSections(String unparsed) at Bentley.Internal.MicroStation.CoreHook.DispatchNoHandler(UInt32* argStack, UInt32 mysp, IntPtr pFunc) at Bentley.Internal.MicroStation.CoreHook.Dispatch(UInt32* argStack, UInt32 mysp, IntPtr pFunc)
I tried following the video directions on bringing an ESRI ADF file into Descartes as a Scalable Terrain Model.
When I get to the Generate step, I get two messages (Red Circle w/ white X) that report "File sources are inaccessible" followed by "Generate operation failed". Unfortunately, these contain no details.
I am able to see the GCS information in the ADF file during the import/add operation, but that is as far as I get.
I also tried repeating the process in the latest ORD and received the same error messages.
At this link, I selected the Howard County download for DEM data.
https://imap.maryland.gov/Pages/lidar-dem-download-files.aspx
I hope someone can tell me if I am missing a step or what exactly is wrong.
BTW, I can attach the file as a Raster Image, so it certainly contains data.
I have loaded Templates, levels, feature definitions and symbologies in the attached dgnlib. For test I have imported the attached text file which is in Point, Northing, Easting, Elev, Code format.
But i didn't get the linear features connected, all the features showing in Red.Also the symbols are not showing.
Can anyone check my feature definitions and symbologies are correctly loaded or not. Also why the cells are not loaded automatically event though i have kept the cells in the proper path as defied in the workspace.communities.bentley.com/.../52a.csvcommunities.bentley.com/.../Features.dgnlibcommunities.bentley.com/.../LSS_5F00_V8iCells.cel
When I import the survey file, i got the below messages in the message box.
Can any one explain what these messages means particularly
Linear Feature
Raster Snap=OFF
initializing...…
Geometry Builder Tool - this functionality is part of a Technology Preview.
Regards
Ilyas
When I record an animation script in OpenRoads Designer, it seems that all recorded frames are stored in the RAM. This causes a crash in OpenRoads Designer when (almost) all RAM is used. Even when all frames are made without a crash, the RAM is not emptied until OpenRoads Designer is closed. This goes for both 2018 Release 2 and 2019 Release 2 on multiple machines.
I record the frames as JPEGs, so I can continue from the moment of crashing, but that means I have to keep checking whether the program has crashed. For large scripts (7000+ frames) I need 3 runs, while I would like to just let it render overnight. I also need to restart ORD for every recording, as the previous recording is still in my RAM until ORD is fully shut down. In my opinion, the frames should be released from the memory as soon as the JPEG is made. I have set the cache size in the render preferences to 25600 MB (+/- 80% of the available 32 GB), but this did not help. Is there a setting I am overlooking?
I have attached my recording settings, although I don't think the problem is in those.
Thanks in advance!
Kind regards,
Merlijn
Hello everyone!
I am using MX Roads V8i SS4 version with windows 10.
How do I associate a Triangulation model (of a cross road) other than my main ground Tria? While trying to associate it the usual way, it does not show any drop down menu (in 'Profile Surface Details' tab) to directly select the required Tria name!
I hope I am explaining myself!
Thanks!
Hi,
I am working on a GEOPAK model and cant analyze the network as it keep showing this error message:
Errors Preclude Computations
Error Computing Link Hydraulics for Link 3-1 required for Network
Errors Preclude Computations
Error Computing Link Hydraulics
Link 3-1 referred to in the error message is the first pipe at the upstream end of the network. I checked all the areas, nodes, links and all looks OK. please can you advise? I cant understand what is this about.
I would like to request the ability to set/apply a feature definition when importing alignments.
Thanks,
Gerald Piotrowski
anyone having the link please send it to me if you have it....Bentley PowerCivil V8i (SELECTSeries 2)
PLEASE IF ANYONE WHO HAS IT