AutoCAD Civil 3D :: Define Negative Data For Profile?
May 7, 2013I'd want to define an initial element that begins with a negative value, also I'd want to use a value out of the limits.
View 2 RepliesI'd want to define an initial element that begins with a negative value, also I'd want to use a value out of the limits.
View 2 Repliesim using civil 3d 2012 when I click the DEFINE OBJECT DATA icon the dialog box is not appear I don't know if I did wrong on my software.
View 2 Replies View Relatedi have created a data band in profile view that should show a created profiles elevation, but some of the the data fields are missing irregulary. Also in the data band that shoud show the diferenece betven the tow profiles - EG and the new profile the data is missing. The EG profiles data and the surface are ok all is shown.
View 4 Replies View RelatedIn order to have a data band at the bottom of my profile label the station and invert of my sewer pipe I just created a profile along the pipe and then have a data band in my profile that labels that profile. I have that profile style set to not plot so this way I can leave it on all the time. This is all fine and well. I have labels every 100' that label the station and invert elevation but at times I want to label miscellaneous locations along my pipe such as a bend or something. How do I add an addition data band label to achieve this? Everything I have found only lets me have these labels at a specified increment set in the band style.
View 2 Replies View RelatedWhen we are producing cross sections through our surfaces, the chainages are every 10m, and the level at these chainages. This is fine in some cases, but when you have batter slopes, you want a level at the top of slope, and bottom of slope. How do you get the chainages at these areas. I have attached a sample image, showing a dashed line where I want a chainage and level in the bands. Is there a way to do this?
EDIT: The attached section is produced from an alignment through the surfaces,
How can i create a profile using level data obtained from dumpy level with civil3D
View 3 Replies View RelatedI want to create a live instance of an existing FG-Profile that I somebody else did into our master profile drawing. Is there an easy way to do this? I don't want to data reference it in.
I tried exporting the FG-Profile information into a .txt file and then use the "create a profile from file", but for whatever reason C3D didn't like my profile info was giving me an error message.
When I try to reference an object in the Data Shortcuts menu, when I right-click the a profile in Prospector under Data Shortcuts, the option to "Create Reference..." is grayed out, and I am unable to reference that profile into the drawing I am working on. It works fine on other profiles that are being referenced from the same drawing.
I have tried:
1. Re-creating the alignment and profile data shortcut in the drawing being referenced
2. Creating a reference in my drawing to the alignment, which actually works. However, it still does not allow me to "create reference" for the profile.
3. Refreshing the data shortcuts.
4. Synchronizing the alignment referenced in the drawing.
Nothing seems to work. My only other option is to move the C3D profiles from the referenced drawing to the drawing I am working in. Is there a way to do this?
I can label the superimposed profile but c3d uses the stations of main profile of profile view.
Thinking on the future.... c3D can have the ability of use superelevation values to calculate the right values of superimposed profiles ?
So I've got a collection of the LabelGroupSubEntity in the ProfileDataBandLabelGroup. I need to replace some values inside them based on what Vertical Geometry Point they are labeling. Is there an easy way to determine what station value it is labeling?
View 2 Replies View RelatedI am using Civil 3D 201...When creating profile data shortcuts, the tree view in tool space incorrectly associates the profiles with several alignments. This appears to be due to multiple alignments having the same object ID. This happens when importing alignments from LandXML (a procedure we use to move alignments from one project to another) into a template after inserting exactly the same xrefs into each new alignment drawing.
The workaround appears to be copying the alignment into a different site, deleting the original alignment, then moving the new alignment back to the original site. Obviously, this changes the object ID so it is more likely to be unique.
I want to show the information on the attached document in the drawing also attached in civl 3d. The final outcome layout of band data i want is titled wanted outcome and the drawing is preliminary vertical long section.
View 9 Replies View Related1. Create or use a surface.
2. Create or use an alignment within that surface boundary.
3. Create or use a Surface Profile along that alignment from that surface.
4. Make that surface profile Static instead of Dynamic.
5. Copy that Surface Profile to a Layout Profile.
6. Copy that Layout profile and Raise all VPIs in that profile by 0.25 ft (3 inches).
7. Create data shortcuts for that surface, alignment, profiles.
8. In a new drawing, reference those Data Shortcuts: surface, alignment, all 3 profiles.
Problem: The Reference to the profile that I raised by 3 inches doesn't reference in Raised. I had to re-create all the profiles in my new drawing to get the raised profile.
I can attach my drawing in which my surface, alignments, profiles reside - where data shortcuts were created, my _Shortcuts folder, and the 2nd drawing.
I am trying to share the surface, multiple alignments, all the profiles with my CAD designer and other team members via Data Shortcuts and need for them to reference in correctly.
A method (possible expressions) to create a profile view label that can reference pipe or structure data?
View 5 Replies View Relatedi'm trying to get my data band flush with the bottom of my profile view. See attached screenshot.
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
I have profiles in viewports were the data from the bands are shifting to a point above my bands. The profiles are correct in model space but not in paperspace, when I return to a layout tab. If I go into the viewport and regen then the data will temporarily go back to its correct location. If I switch between layouts the data shift. If I try to select the band data the pick point are above the bands, where they default to. This affect not one band but all bands associated with that profile;elevations, stations, pipe data. This wasn't an issue at first it just started happening to the drawing. The drawings were fine and I plotted out a check set to review and when I go back to fix a couple of things this started happening.
I have three profiles all set to 1:5. Two viewports are 1:500 and a third is 1:250, three different layouts. The 1:250 profile only affect the pipe data only and not the elev or the stations data. I have attached a screen shot showing the same profile in two viewports the left one shows the new default position of the band data and the right one is a regenerated viewport showing were the data should be.
I am fairly new to the Civil side of AutoCAD, as I used to work primarily in Map. I am working on a street rehab project in which I need to take survey points showing existing elevations (centerline, flowline, and top of curb) and show existing profiles in a profile view. I have no problems setting up the profile view(s) or the centerline alignment, but I am having problems with creating the profiles themselves, and I have a two part question about them
Question 1: According to the user's guide, the correct way to set up an "existing" profile is by extracting it from a surface, but I don't have a surface to use. In reading through the various profile types, the best way to set up what I want seems to be by using the profile layout tools, but the help says that a profile layout is supposed to be for a final "proposed" profile, not the existing. Does this actually matter? Will I be breaking Civil functionality by creating an existing profile using the profile layout tools?
Question 2: In reading through the profile layout tools, everything seems to be centered around PVI's. Even using the "tangent tangent" method to add in points seems to only use the first and last point as controls, with everything in between treated as a PVI. If you look at the documentation here, points one and four are treated as actual elevations, while curvature occurs at points 2 and 3. In my case, since what I have is a series of actual points on a surface, each point should be an actual surface elevation with curvature occurring between points and not at them. What method should I be using to input the points in the profile?
I have a drawing that contains an alignment and 2 profiles (existing and proposed). Call this File A.
I created data shortcuts for these 3 objects and reference them in many drawings.
Last week File A was having some problems, it was inexplicably large and seemed to have some corruption I couldn't fix. So I created a new drawing, call it File B, and promoted the alignment and profiles into it.
I used Data Shortcut Editor to point the data shortcuts to File B. In drawings that already referenced these objects they look like the they are coming through just fine.
The problem is that I can't see the profiles listed in the Data Shortcuts section of prospector. The shortcuts folder selected is correct, the xml file is there, it points to File B. The alignment is listed and I can create that reference in a new drawing. I also can't find anything wrong with File B.
In my profile view I have existing and proposed levels in m.
The level difference is also in m but I'd like it to be scaled to show mm, as this is quicker to read on site.
Is there some way to edit the equation and multiply by 1000?
I want to change my elevations color to green and the other one to yelow. I can't not find this option. I using 3D 2011.
View 1 Replies View RelatedI have 2 different surfaces (Existing Ground & Proposed Pipe Invert) that I want to have the elevations shown for in a profile data band, but I want them to show at the design profile's PVIs (Proposed Road). Is it possible to set up a data band style that samples at one profile's geometry points but displays the elevations from these points from a different profile? My workaround is to set the data bands to all sample from the design profile first and label over the design profile's data band but I'm hoping for a cleaner solution. Attached is an image showing the profile view in question.
View 5 Replies View RelatedIm currently having problems with my profiles showing vertical curve data on a superimposed profile. The data shows on the normal profile however when i superimpose it to another profile i cant get the program to show it.
View 4 Replies View RelatedWhat is causing my EG Data Reference Surface to disappear on screen and Profile goes to crap? I've noticed this twice on same project in separate drawings. If I go to Toolspace and synchronize then it appears back on screen.
First dwg: I created a Pump Station Site Plan and data referenced in my surface and pipe network. I save and close then reopen and EG is gone until I synchronize.
Second dwg: I created a Railroad Crossing Exhibit showing plan and profile. I data referenced in my surface and pipe network. Same thing...save, close, reopen and I have to synchronize it to have plan and profile to appear ok.
This isn't good when I have .dsd files that I typically plot my drawing package from. I sent multiple sets of drawings to the plotter and all my Pump Station Site Plans were missing the surface contours. For this sheet, I had to synchronize and send separate plots just to have contours appear.
Where the heck do I find the offset which controls the distance between the profile grid and my profile data band?
I have compared settings between ones that look the way I want and I'm just not seeing it.
(The attached doc shows you what I'm up to)
How to get automaticly data on the profile. See my road profile in attachment.
Now i have to manually write data of elevation of existing and future ground and distance.
i think that is possible automaticly, but i dont know how.
I made an alignment of road, inserted with sample line, then i made a profile. But on the sample line on profile, there is not a data of height and lenght of profile. How to get those data in road profile. I can manually draw that, but i think there is an easier way?
View 1 Replies View RelatedI have some storm sewer alignments that I've put into profiles in C3D 2011. The pipe network that I used to create the alignments from is a reference created from a data shortcut. I've created profiles of these storm sewer alignments, and the station labels for the storm structures are displayed at question marks until I go into the structure properties for each structure and link it to the correct alignment.
The problem is that whenever I synchronize my data shortcuts because someone has updated something, all of the links in each structure to the alignments disappears and I am back to? for my stations in the profiles and I have to go go fix it again. how to keep this from breaking?
I do see this recent message [URL] that appears to be a similar problem, but it was said in that thread that this problem was introduced with C3D 2012, but I am using C3D 2011.....
I work for a company that makes sheet metal cabinets. Each cabinet we construct has 17 parts that all different different blank sizes and notching. I have a template for each part right now that I have to shrink or stretch to the appropriate size every time we get a custom size order.
What I've created so far is an excel spreadsheet that determines the sizes of all the parts based on the overall height width and depth of the custom cabinet that was ordered. Any way to define a parts properties with a dynamic block and get the width depth or height imported in from the excel spreadsheet to automatically adjust the size.
[URL]
if it's possible to define the stationing of the alignment from the end of the alignment till the start.
I have a special situation where the end station is fixed in one point (ex. km 3+125,00) and till there I can change the alignment.
I want to be all the time the end in one station value.
How to make a table from a type of label (ex: a secondary road who is intersect my design road).
I make a lot a labels to define different locations with some texts to understand the type of labels that are containing different stations.
I have a simple driveway corridor along a steep hillside. For cut, I would like to have a negative slope away from the shoulder edge. I have tried numerous approaches and all 'cut' reverts to positive. I searched and found no clear answer. It's such a short driveway, I can 'fake' it in, but I would like to calculate quantities.
Using 2012 sp1, 64bit, windows 7