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.
View 1 RepliesI am trying to export an Alignment PI Station Report. I've set all the settings I can find to round coordinates to 4 decimal places, Distance to 2 decimal places, and Direction to the nearest second (DMS). When I execute the PI Station Report, the Distance is 3 decimal places and the Direction is to the nearest 100th of a second. how to get these to the correct decimal place? I managed to change them to the correct decimal place for a Station & Curve Report, but not for the PI Station Report. Also, for the Northing/Easting coordinates, I want to remove the commas (for example, a Northing of 3,058,715.3774' should read 3058715.3774').
View 4 Replies View RelatedI want to generate Civil 3D point of intersection alignment report including following columes.
PI Row station
Delta Angle
PI Includead Angle
Is this possible?
AutoCAD Civil 3D 2012 SP 2
Nothing appears as the “Stakeout Alignment Report” is executed,I wanted to execute the “Stakeout Alignment Report” (attached) but nothing appears! This is despite the fact that:
-The IE is set as default browser (attached)
-The Active X is enabled (attached)
I have a 2 mile alignment of a railroad loop track and I am looking to generate a report that include both information at 50' increments and the curve data, i.e. PI, PT, so I can generate a staking report for the surveyors. I noticed that there are pre-canned reports that handle one or the other but not both.
View 2 Replies View Relatedi found a way to get a report of my cogo points relative to an alignment i.e. station offset. problem is, i have thousands of points in my drawing. is there a way to get only a few, or a group of points to show up on the report instead of ALL of them?
View 1 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.
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?
What are the steps to do it right?
I would ask a question about the Cut and Fill Volumes reports in Civil 3D.
View 3 Replies View RelatedI 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?
View 3 Replies View RelatedSetting 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...
IDSP 2014
Win 7 64, Xeon ES165@3.2Ghz,
64 GB RAM, Quadro K4000 (x2)
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.
View 1 Replies View RelatedI'm missing the tab in my tool space that has the report generator in it. What command brings that tab back?
View 2 Replies View RelatedI 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.
View 5 Replies View RelatedCivil 3D 2013.
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?
how can i create custom report ?
View 7 Replies View Relatedwhy the "cut/fill" numbers are all at zero in my report? All the offsets and the design elevations show just fine....
View 9 Replies View RelatedIs 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.
View 7 Replies View Relatedhow to get the Horizontal Curve Report saying left / right curve details in autocad civil 3d
View 2 Replies View Relatedhow to get Super Elevation report for superelevation value at every point separated
View 2 Replies View RelatedI need to include the data definition for 120 elements . I'll insert it at a word report.
Civil 3D (2013)
When creating a Corridor Section Points Report using the Toolspace>Toolbox>Reports Manager in Civil 3D 2012, the stations get listed but only a few contain point information (see attached).
I am trying to generate stake-out data for a proposed road. I was able to get this report to work successfully in one of the Civil 3D tutorials, so I assume that nothing is wrong with the utility. The problem may be related to my corridor.
My parcel inverse reports from the Toolbox Report Manager are still coming in with the bearings having decimal seconds to 3 places (N 0-00-00.000 E). I have already changed the variable for angle precision to zero in the "General_Formating_JScript" xsl file but it's still not coming out correctly. Is there any other file that holds an additional angle or bearing precision setting?
View 4 Replies View RelatedI am attempting to customize a Pipes and Structures report but am having difficulty changing the % slope column to run over rise.
View 2 Replies View Relatedi am trying to do a print out of our lots within our proposed plat & need to do indivial closure reports for each lot. when i try an run a report i get Error - Invalid execute file.ive added new .dll files that I got off the net but they do not work either. which are located at C3D 2011/enu/Data/Reports/Net.
View 2 Replies View Related