How come when you try and check a distance on an alignment, and say I try and click on one of the tick marks it will not snap to the intersection of the tick mark....it like jumps off like half a foot and will not give you an accurate measurement?
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I need to edit the tick mark in dimension style or make a new one, in revit 2011.
View 5 Replies View RelatedCurrently when I create a new layer within an image, and set the horizontal and vertical size using “inches” instead of “pixels,” and display the image at 100%, it shows 10 tick marks in the ruler to equal 1 inch.
I want rulers in my image to be scaled at 1/8”. Therefore, it should show 8 tick marks in the ruler with each tick mark (incremental unit) to represent the 1/8” scale. Example: 4 tick marks would equal ½”.
I am making the hands of a clock with tick marks held in a particular spot with an invisible bounding box. When I export as a png the bounding box disappears and all I have is the tick mark. Maybe a boundindg box isn't the correct description? I have made the hand using the rectangle shape with no fill and no line. The tick mark is contained within this space. But somehow when it is exported using png the invisible containment disappears. I need that to hold my tick mark in place as the hand goes around the clock.
View 18 Replies View RelatedI was wondering if after drawing an alignment, creating a profile, and profile view, is there a way I can mark items along the alignment so they could show up in the profile view. I am laying out a pipeline and want to have the profile display a marker for items such as tees, elbows, reducers and other items. The marker I would like to use will be something like the vertical style grade break markers.
Also on a side note, as each of these items will have a different name, is there a way that I can add these markers and then have each one with a unique name?
Using C3D 2010, I have a drawing that has a horizontal alignment and it is stationed. I see text at every 100 feet and tick every 50 feet. Perfect. I have that drawing x-refed into another drawing. The station ticks take on the properties of the current layer in the drawing they are x-refed into. If I change to layer defpoints, the tick to not plot! Shouldn't the ticks be fixed to a certain layer?
View 4 Replies View Relatedhow to change the style of the tick symbol for the cut/fill labels? In the attached you can see its a good size circle and I want to change it to just a small cross. I dont see that setting in the label style anywhere.
View 2 Replies View RelatedI have the bottom axis selected and trying to change my minor tick interval from 5' to 2.5' on the grid in the Horizontal Axes tab, but each time I type in 2.5' my minor horizontal tick intervals disappear. The lowest I can set my interval is to 3.5'. What is causing the interval to disappear? The major tick interval is set to 50' in the Horizontal Axes tab and my Major tick interval is 20' in the Vertical Axes tab with 2.5' for the minor. My Display settings have everything unfrozen and turned on.
Working in AutoCAD Civil 3D 2011
i'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.
Can 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.
Is there a way in AutoCAD to calculate the average width between two irregular lines, such as the average width between stream banks?
View 2 Replies View RelatedI am looking for a way to stream-line productivity of measuring points.
Currently working on monitoring surveys and have to show the movement of beams for the shoring walls.
The crew sets the benchmarks and every week goes back ties them in. I am currently measuring the horizontal, lateral, and vertical movement manually and then taking the numbers and typing them in excel.
is there a way to select the 2 points and it automatically insert the difference in a table?
I am trying to get the feet mark (') on the dimension, right now I have 66.71 and I want 66.71'.
View 5 Replies View RelatedNot sure how to word this question correctly. I saw a co-worker do a 'temp-save' on a drawing, mess around with drawing, and then come back to the spot in drawing where he had 'saved' to essetially deleting all the stuff he had done. I cannot remeber what he used to mark this and then be able to come back, but if he liked the edits he had made, he could just keep drawing.
View 2 Replies View RelatedI have included a button with the same function that "zoomSta" from dotsoft.It is at the end of the list (zoomsta): URL...However,I would like to show a temporal cross mark in point of zoom like command "zoomsta" does.
How can I show that mark and that mark disappears when I do zoom or regen?
Changing e-max value introduces an “exclamation mark”,
I wanted to select an emax of 6% but sounds that the horizontal curve is flagged by “exclamation mark” (attached). What might be the issue here?
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 trying to get my points to displey the " mark from our descriptions. The description keys are set to $* and I have tried changing the Label Style from full description to raw description. I cannot get any information after the " mark from our field data. LDD used to put it in, but civil 3D truncates the information. I know I can do a find and replace in the .csv file, but would rather not have to continually edit the .csv file. Where the setting in civil 3D is to allow this to happen? I have even messed with the Point File Formats to no avail.
View 2 Replies View Relatedhow 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 RelatedI 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?
