Sometimes we need to extend the end of an alignment along it's path, whether it is a tangent or curve. I don't know of any tool to do this. Is there such a tool?
Infrastructure Suite/C3D 2013, LDT 2004, Power Civil v8i SS1
WIN 7 64 PRO
HP Pavillion h8xt, i7 2600, 12 GB
RADEON 6450, 1 GB
How can i extend a curved drawn path to include the text thatis hidden on it? I have extended the drawn path (pencil tool) but a red cross in a box symbol stops the text from showing.
View 3 Replies View Relatedi've made a serpantine curve that starts from one line of alignment and end on the other line.
i wanted to know how can c change alignment direction when these two feature line and alignment meet each other in order to change the alignment path?
I using a data reference/shortcut to properly label an alignment in paperspace. However when I reference the alignment in and apply the labels the aren't the same as the original alignment that I am referencing. Is there a setting where I am supposed to apply a new beginning station.
Also it seems as though the stationing(distance) isn't even matching up 1:1 with the original drawing. For example in the original base drawing my alignment starts at 10+00 with the next PI at 14+76.98, but the stationing on the reference alignment starts at 0+83.33 with the very same PI being labeled as 1+23.08. So the very same distance is 476.98' in the real design and the drawing it's being referenced in, but the stationing of the referenced alignment shows it as 39.75 Units.
I've attached a screen of the beginning of the alignment.
Civil 3D 2012
Windows 7 Service Pack 1
Intel Core i7-2600 CPU
16GB RAM
Using Civil 3d2012, Is it possible to change the alignment label style set after the alignment has been created? For example, for an alignment that was created with alignment label set X - change the label set to alignment label set Y? It seems like this should be pretty easy, I must be missing something obvious.
View 2 Replies View RelatedI have a question on Alignment PI's. (Point of Inflection/Intersection)I have an alignment where some PI's have curves, others are merely hard bends.
Is there a way to automatically label the PI's even if they have an associated curve? (I'd like PI, PC and PT)Alternatively, can I only show markers at PI's without curves?
I'm trying to edit some existing alignments. When I create new entities, they do not show up in the alignment grid view. Why is this?
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
Launching alignment grid view/alignment entities,
I’m wondering if there is a way to launch alignment grid view/alignment entities (attached) without the need to first launching “alignment”? This dialogue box is quite essential in editing the values of radius, degree of curvature and deflection angle for the selected curve.
I would like to extend a surface to a outer boundary. When I use kriging to do this my surface becomes too inaccurate, the attached picture shows what kriging does to the surface. In the picture notice the elevations of the surface, you can tell where the survey points are because they are lower than the surface around it. All I need to do is extend the outer points to a boundary and leave the rest of the surface alone.
View 6 Replies View RelatedCan I inherit the station from one alignment as the begin station for another alignment?
For example. Alignment 1 is 1000 ft long and starts at sta 0+00.
At sta 8+01, Alignment 2 begins and goes off in another direction.
I manually enter 8+01 for begin station Alignment 2. Life is good. Still in the design stage, and customer needs to modify Alignment 1 to avoid something. Now Alignment 2 intersects Alignment 1 at sta 8+15, but same N/E coordinates.
I manually enter 8+15 for begin station Alignment 2.
It would be better if Alignment 2 could inherit the begin station based on the new stationing from Alignment 1.
I have survey data of the inside floor of a pond ( the pond has a flat floor ). The surface made from the survey data needs to extend to the outline of the pond instead of the outline of the survey points.
I tried the smooth surface method of kriging with a grid base and I sellected the outline of the pond for the output region and that worked somewhat but there are still gaps between the boarder and the surface.
I have a profile with a couple of pipe networks in it. One of the pipes shown extends beyond the edge of the profile at some crazy angle. look at the picture for a better explanation.
View 5 Replies View RelatedI've attached a screenshot of the issue I'm dealing with. I have a closed polyline and when I first hatch the area it appears to be correct, but then I'll go do another command and then the hatch seems to extend beyond the boundaries of the polyline.
View 3 Replies View Related2013 version. Long story short, I am having problems with pressure networks in my drawing so to simplify things I want to just show the top of the current watermain in my profiles because we are not doing anything with the water main, though it needs to be shown in the profile. To do this I created some points where the watermain is and made their elevation 1.8m lover than the existing surface at those points (due to the 1.8m of cover the watermain has).
I then created a surface using those points and an outer boundary surrounding the points. For some reason the surface stops at one point and doesn't continue to the rest (about 5 more points). So when I create my profile the surface stops short. The points are included in the point group the surface uses, and the outer boundary doesn't cut them out either. Not sure why the surface isn't referencing those points.
We've had a little nagging problem that we've just been living with, but getting a little tired of it: when building a pipe network the plotted line will stop plotting at the outter wall of the structure, thus leaviung a gap between the pipe and the structure. On a 48" manhole it's hardly noticable, but when the manhole gets larger, so does the problem. Check out the attached pdf and you'll see what I'm talking about.
I've been through all the style setting I can think of, but I thought there might be a variable to take care of it...like the FACETDEV variable for crossing pipe.
How to choose “no color” for the line extending between the contours labels?
I labeled the contour lines but sounds that it draws a line between them. Is there a way to hide this line to give it “no color” to have a better presentation for the entire map?
Software: AutoCAD 2014, AutoCAD C3D, AutoCAD M3D, Revit
Windows 7 (Ultimate 64 bits),
Firefox 20.0,
Kaspersky 2013.
how AutoTrack displays alignment paths
View 4 Replies View RelatedI have a 10 foot profile view and a 15 foot manhole. I want to show the manhole but not the bottom 5 feet. It is extending beyond my profile view.
Civil 3D 2014 SP1
Windows 7 Professional
Intel Core Quad Q9650 3.0 GHz
8 GB, 64-bit
I imported Google earth surface (at eye alt 600m) to civil 3d 2012 and created an alignment of length 181m.
When I exported same alignment to Google earth , it showed the length as 190m ( the difference increases with increase in length of alignment) And also the profile view of the alignment in the Civil D & Google earth varies.
I am looping through the civilapplication.activedocument's alignmentIDs collection and looking to see if the name of the alignment is the one I want.
Is there a more direct way, where I could use the name like
doc.GetAlignmentId("somename")?
maybe GetAlignmentIds() is only way to access the align collection though,
[URL]........
I thought that finding the alignmentId, and using the
doc.GetAlignmentIds().Remove(delId);
would do it.
I know i have the right alignmentId, it all cheaks out, there must be something I have to do after removing from the ID collection.
I am doing a Tr.Commit(); but that does not seem to be good enough.
full code is: (_returnMsg is a local var for the class containing this method)
public void DelC3DHAlign(string name) { _returnMsg = "Error, No alignments available";
//access Civil 3D
CivilDocument doc = CivilApplication.ActiveDocument;
try { using (Transaction tr = HostApplicationServices.WorkingDatabase.TransactionManager.StartTransaction
[Code]....
[URL]....
How is possible to get Cant values of Rail type alignment in C# or VB?
View 2 Replies View RelatedI have a project that comes and goes. It was actually started in Softdesk. Right now I'm working in Civil 3D 2012. I have an alignment that represents the left edge of pavement. Although I'm calling an offset alignment. It was created before they existed. So it's not linked to the centerline. There have been many changes to it over the past few years. Now it has a problem.
I wanted to edit in the Panorama. Right-click > Edit Alignment Geometry > select Alignment Grid View from the Alignment Layout Tools. When I went to the last segment in the Gird View, which was near where I wanted to edit, a segment about two thirds of the way along the Alignment was highlighted. Further investigation showed that although the whole Alignment would highlight when selected, all commands said the Alignment ended much sooner than the end station.
I've found that that alignment has been broken for quite a while but was intact at one time. My question is - What's the best way to repair/recreate it. I know I can explode it and create a replacement Alignment from the resulting entities. But is that the best way?
Civil 3D 2012 SP 2.1
Dell Precision T7400
Xeon CPU 3.16 GHz
Nvidia Quadro FX 4600
12 GB RAM
Win 7 Pro, 64-bit
This is strange. I wanted to label just the alignment name in a couple of places. I have an Alignment Name Label Style that does this. I now notice that it will capitalize some of the lower case P's in the curve label. Not the line label just the curve. They're applying the same style. It also changes back to lower case if I drag the label.
The style has one component and that is the Alignment Name and has Preserve Case set.
is there a way to trim an alignment?
View 3 Replies View Related. How to assign proposed elevation to layout alignment along each station?. I know there is a way in LDT to assign proposed elevations to s specific range of stations or the full alignment, under menu "profiles/ FG Vertical Alignments/Create COGO Points" I am looking for the same one in C3D.
2. How to add connecting alignment label and station in profile view. For example I have an main alignment and in-between lot of other alignments are meeting with this alignment.
I want to show in profile view of the main alignment the meeting alignment's name and the station it meets with?
I need to add a ONE label to an alignment. I would like to do it via Vlisp or C#.
View 4 Replies View RelatedWhen creating an alignment from corridor feature (ditch invert level), the created alignment is not following the selected line (see image bellow). The alignment seams to be created from the first point of the feature line to the last point and ignores all the other points. The vertical alignment created at the same time seams to be correct.
View 1 Replies View RelatedAutoCAD Civil 3D 2012
I am trying to create an alignment from existing polyline that I had recieved from another companies drawing. It was alignment in their drawing but only comes through as linework. That's not the problem. The problem is that when I try and create a new alignment out of the existing polyline, the units are way off. the existing drawing had ticks every 100 feet obviously, but after I create my alignment, I get like 400-500 feet in before the existing one gets 100. Trying to find a scale issue, but not seeing one.
I am trying to find an easy way of calculating the volumes I have been asked to do. I have a road, with an alignment created along the centreline. I have created a finished surface which incorporates the cutout for the boxing, and I have been supplied with a surface of the natural (original state) ground.
What I have been asked to do is calculate volumes at either 10m or 20m chainages (station).
Obviously, I can create a boundary, and then shift the boundary to where I want the volumes to be, but this road is 3km long, resulting in calculating 150-300 different volumes. The road is not a straight line either and includes a number of bends.
Is there a quick way of calculating this? Or do I need to use the boundary option?
The way they would normally calc it is to add all the details from the cross-sections into an excel sheet, and makesome complex formulas to figure it out. Even doing the boundary method is quicker than that.
I used the Import XML for an alignment and I can see that the Alignment exists in my drawing because I see it in my Toolspace under Prospector, but how do I label the alignment and actually see it on my screen?
View 3 Replies View Related
