I need to export to an Excel Spread Sheet (along a 15,000 foot alignment) the Station and Norhing-Easting at every 100' station tic. The only solution I can think of is to place a point at every 100' tic and export the points to a file. I can then put in Excel and edit the point number to reflect the correct station.
View 8 Repliesi have the fillowing norting/easting:
257,414.80
232,947.60
how can i enter that into autocad (2010) and find its location?
I am working on a pipeline profile. I have survey information (existing surface) and the horizontal alignment. I have created an existing surface, a pipe alignment, and a surface profile/profile view.
In the profile view, it only showed the existing surface. Now I have taken the design information of the pipeline and drawn in the vertical alignment on the profile view.
I need a surveyor to go out and shoot the top of pipe at high points, low points, and select points in between.
I have placed a pvi for each of these locations.
I need to know how to either spit out a table of these points that will include northings and eastings or create cogo points from the pvis so that i can create a table from the points that will include northings and eastings.
I would like to create a toolbar command to label northing and easting. I know I can label it using Note Label, but can I make this into a macro with a shortcut button?
View 2 Replies View RelatedAny way to create NE grid lines or ticks and labels around the perimeter of a viewport. I found a VBA program online, but I'm using 2011 and it uses .net. Is there a way to convert VBA to .net?
View 9 Replies View RelatedCivil 3D 2013, SP1, Windows 7, 64-bit -
I've got a user who imports points into the survey database and RANDOMLY the points will be shifted on average 27 feet in the northing and 4 feet in the easting. She notices this because she'll check a point and see tht the northing and easting varies from the grid northing and easting (I've attached an image to view) She will then discard the drawing and begin a new one only to import the data and now it imports correctly. The behavior is completely random and it's happening on multiple projects.
All the projects begin with the same template. All the settings (drawing settings and survey settings) have been set to US Survey Foot. It's weird because once the issue is noticed it can be fixed by simply beginning another drawing and re-importing the data, but it has happened on projects where she's already got pre-existing data.
how would i add a static offset to the both the northing and easting to all my points? i need to add 3.02 feet to the northing and 0.56 feet to the easting. elevation is good, but the positions all need to be shifted.
View 7 Replies View RelatedI want to add northing, easting and the elevation (point of the middle in the top layers) in section views annotation as you see in the picture, I tried my best but I couldn’t find how to do it.
View 3 Replies View RelatedI'd like to know what the point of the false northing and easting is as it's defined in some coordinate systems. My understanding was this was an issue many years ago so that any coordinate values that were extracted for use in a db would be positive values. However, I'm not sure that is an issue any longer for most applications so is there any point to using a coordinate system with those values?
View 3 Replies View RelatedHow Can I extract Northing , easting , elevation from an AutoCAD drawing into excel.
View 9 Replies View RelatedI was trying to export my alignment, at certain intervals, to excel (or text) as xyz data. I tried searching and found... Alignment to xyz
But it didn't really work. I can export the XY but not the Z in the report manager.
So my questions are.... How can I create a new report to incorporate the Z? Or is there another way to do it?
I should add I also tried the "Incremental Stationing Reporting" from the Profiles Report... However it doesn't recognize the profiles I've created? I get the "No FG profiles in....." even though there are?
Is it possible to assign easting & northing coordinates(gps coordinates) to origin or any other point in drawing so that i can find the others with respect to that?
View 1 Replies View RelatedI am having a little trouble with gps coordinates. I am trying to snap to a specific gps coordinate on my layout. I have a "gps block" that spits out the proper coordinates but i am not sure how to move to a specif point. My layout is set up such that when i use my "gps block" on a known point it spits out the northing and easting, however, when i try to actually type in a specif northing and easting, it is no where near the point i am looking for on the layout.
View 6 Replies View RelatedI'm a GIS analyst trying to learn Cad. I'd like to place a single point in autocad model space at a specific Northing/Easting position. After reading several forum threads I don't think CAD allows me to change the coordinate system of model space from map coords to northing easting coords, as we can in GIS.
View 5 Replies View RelatedI have an alignment with sample lines, I need to export these to a new drawing. i tried export/import land xml, but it did not work.
View 4 Replies View RelatedIs there a way to export the band data for an alignment with two profiles? I have an existing ground and a proposed profile. Can I export the station and elevation data from the band for both profiles?
View 9 Replies View Relatedhow to import my alignment to google earth so that i can visualize how my alignment goes
as there is no link between google earth and civil 3d 2013
The PLS I work under inquired if the pipe and structure tables provided in our construction plans are able to be exported to excel. The only way I know how is to use the reports manage. The problem is, the provided Pipes reports don't contain all the data we are looking for. How do I modify, or create a new, Pipe report? It seems like it should be really easy to export the data to excel..
View 5 Replies View RelatedI need to export the surface lable table report into microsoft excel format.
View 5 Replies View RelatedI am using Civil3D 2010. I am trying to export the offset/elevation data from my cross sections to a text file or excel file so i can paste the info into another program. so far i've been labeling the offset/elevation info on the section and typing it into excel by hand.
View 9 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.
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 it possible to export MTEXT alignment (top left, middle center, etc) to a GIS format such as SDF or SHP? I'm able to export MTEXT correctly, but alwaus without the alignment, which is pretty important in my case.
I've tried with FME with limited success. I was able to retrieve text alignment, but each MTEXT carriage return was considered a new feature. That means if I have a 4 line MTEXT, this will create 4 points in a SHP or SDF.
I am currently working on a project where I am taking a lot of Autocad Attributes and Exporting them to an excel file so they can be referenced in a table of contents type of manner. My question is if there is a way to have excel automatically update the tables after changes are made to the autocad file. This file is an ever changing thing so going back and running through the entire "Eattext" command and re exporting and overwriting the existing file is very tiresome, especially when I am adding and deleting attributes daily. Is there a VBA program I can run to accomplish this task, I have fairly limited VBA skills and haven't written in VBA for years. I am fairly new to exporting autocad attributes to excel . I attached a very simplistic example of the general Idea of what I am trying to accomplish.
View 3 Replies View RelatedI want to export a table to excel but i am failed.and is here any way that when i give coordinate it automatically exportes to excel.
View 2 Replies View RelatedI have assembly with over 100 sub assemblies. I need to export the COG for each sub assembly to excel. The COG must be in relation to the parent assembly's origin point.
I can get coordinates manualy (right click on sub assembly - iProperties-Phisical), but it is take a lots of time.
Autodesk Inventor Professional 2013
Windows 7 64-bit