I am working C3D 2012. I have a proposed alignment and profile design by another firm that I had to tranfer into C3D. I had no problem getting the horizontal alignment to display from a text file. I tried to do the same with the profile by using the 'create a text file and create the profile from file' command. I got the POB, PI's, and POE to display. I then defined the VC. I wanted to verifiy that the profile was indeed accurate compared to what we were provided. So I tried to execute a profile report PVI Station and Curve Report - I keep getting an error that "No FG profiles in dwg".
I know the Proposed profile is indeed set to proposed in the properties. I have noticed that the icon next to the profile I create from the text file is different than the profiles created from scratch.
Is there a way to convert this profile to be recognized as a FG profile?
I have an assembly already created with weld bead on it, at the moment I click on creating a weld bead report, it asks me to include all assemblies, I selected the option, and next it opens a window to save the spreadsheet, select the destiny, and next it says that no weld beads were found! report will not be generated.
I am trying to run a parcel area report generator, and I get the above error message, along with the path xslParcel_Area.xsl and an advisory to reinstall the program.
I think it is pointing to the full path location of C:ProgramDataAutodeskC3D 2012enuDataReportsxsl.
The file (Parcel_Areas.xsl) exists in this location.
NONE of the parcel reports that I tried to execute work - they all return the same grammtically painful error message.
3rd party tool which didn't match our scaling needs the file is a fas so I have tried to reverse engineer the whole function using trial and error. The following code works perfect except we need multiple (x amount) lines of text I have at current the M txt function which mimics and is effective for today however we need all lines to be individual.
I’m playing round with a loop but how to achieve my need..He had a 3rd party tool which didn't match our scaling needs the file is a fas so I have tried to reverse engineer the whole function using trial and error.
The following code works perfect except we need multiple (x amount) lines of text I have at current the M txt function which mimics and is effective for today however we need all lines to be individual.
;Starting lisp program...(defun C:REDtext ();Creating Layers (if non existant)...(command "layer" "m" "TEKST-1.5mm" "lt" "continuous" "" "c" "1" "" "");Memorising previous layer...(setq MYOLDLAYER (getvar "clayer"));Setting requierd layer...(COMMAND "LAYER" "SET" "TEKST-1.5mm" "");Setting variable "MYHEIGHT" to "DIMSCALE" x 2...(setq myheight (* 2 (getvar "DIMSCALE" )));Requesting and storing usser defind point...(setq MYPOINT (getpoint "Start punt :")); Requesting and storing user defind text...(setq MYTEXT (getstring T "Nieuw tekst :"));Placing text...(command "text" MYPOINT MYHEIGHT "0" MYTEXT); Restoring previous layer...(setvar "clayer" MYOLDLAYER);Closing lisp program...)
I have a script that makes PDF-file with suffix revision. Now I want to expand this script so it even makes a STEP-file of the 3d-file connected to the drawing. This would make all manufacture files in one button. That should be nice..
How will i manage with this since the active document is the drawing not the part. (see code below)
Set oDoc = ThisApplication.ActiveDocument Call oDoc.SaveAs("C:UsersGoranWeDesktop est estfile.stp", True)
I'm need to make a Map Check report on C3D2011, but I don't know how to do it. Since C3D everything have to be setup before it can be use, so my questions are: How do I setup map check? Or What do I need to do get map check report?
I import a survey data (X,Y,Z) in civil3D and make an horizontal alignment near them. I want reference theses survey points to my new alignment by a .txt report (#pts CH. OS elevation). Is it possible?
Setting up my first press parts list and already I'm regretting it...
How do we report material? Lower case letters spelling ductile iron is not acceptable in this office. How to I edit this to be 'DI' or anything else? I have looked in the press part catalog editor or whatever it's called and did not see a way to add to the list of all lower case materials.
Do I have to rely sole on part description for material in labels? ....and why do they still think that no one needs to use the " symbol with these parts? Freakin crashing all morning tring to get this going...
I copied the General Legal Description report and renamed it. When I ran the report, it asked me to save the file Civil.html before opening it. If I run the OOTB report it does not ask me to save the page before opening it. Is this something that I can fix? I have not found a setting anywhere that changes this.
I would like to re-format the way volume reports are displayed, for example I don't need the cut area or reusable volume columns or I'd like to change the Cu.m. dimensional to something like m3.
Is there a way to included the radial bearings of curves for alignment reports generated for the report manager? I know the curves are tangent because I made them so, but the guy checking my report for errors doesn't know that. I don't know any xml.
First prize for me would be to be able to access Parcel boundary vertices via managed dot net.
I could not find the boundary property of the Parcel object.
It looks like developers can access Parcel vertices via COM, in the Loops property of Parcels.
So, it is possible to combine the two to get what I need.
Then I turned to the Report facility. The METESBOUND XSL iterates Parcel segments but provides the distance and bearing instead of the vertices. I was hoping to get to the bottom of the linked code to edit it and produce the vertices output. But - I failed again. Cannot see how the XSL files get to the data needed.
Is there maybe a book or comprehensive reference on the XSL files that provide the reporting function?
Is it possible to create a Slope Stake Report for multiple baselines?. When I generate the report, it only creates a report for the first baseline of the corridor. All of my sample lines are in the same section group, so I'm wondering why it would not create all my sampled stations.
