I believe that I need to define a custom Expression and then add it to the Label Style of a Tangent Intersection.
1) I'd like to add the max superelevation (e max) value of a curve to the label. This might be impossible.
2) I'd also like to add the design speed value to the label as well. This could be pulled from that value set in the design criteria of the alignment creation.
We have a Structure Style that places a hidden block at the invert of the structure which uses an expression to accomplish Placing the invert text below the structure. (please see attached).
This particular expression was written for a 1"=30 Horz. & 1"=5' Vert. scale and we use it to label our structures in the profile view.
It works great for the 1:30 scale scenario but we also produce 1:20 & 1:50 scale plan / pfl sheets.
3 label styles can be used to accomplish this but would like to create one that would work for all three scenarios if this is possible? (Goal is 1 expression & label style as opposed to 3 of each).
I thought I had it solved & have tried various formulas but can't seem to get it to recognize the various distortions in scale. (The constant being the 5' vertical dimension for all 3 options)
50/5=10
30/5=6
20/5=4
C3D 2012 SP3 & C3D 2014 SP1
Win 7 Professional 64 Bit
I need a style for intersection of alignments that automatically includes the abbreviations for Point On Tangent (POT), Point On Curve (POC), etc. I can create a style with the basic information of Station, Alignment Name, but adding the POT, POST, etc. in front of all alignment’s stationing and name doesn't seem available still in Civil 3D 2011.
View 9 Replies View RelatedI am trying to create an intersection design using the Intersection Tools in C3D 2012. I followed the steps in the tutorials, created a corridor on the major road, splitted the regions, created the intersection and added it to the major road corridor, and connect the regions with the intersection portion.
I used the same assembly throughout the design just for simplicity, however, i notice that there are gaps of curb between the curb return section and the through section (as outline in red rectangles).
Need writing an expressions in a label style. I have part of it working, it is {Rim to Sump Height}-6 now I would like it to put 0 if it is 0 or less but I don't know how to do it. It works great on positive number but I want it to put 0 if it is a negative number.
View 8 Replies View RelatedOften we need to collect our topographic/boundary data using a state plane grid, but we still need to label property lines using the recoded deed bearings. We have a style with an expression set up to apply this rotation to lines and a similar one set up for curves. Is there a way to store this rotation and have both expressions look up the value from one place?
I am worried that I will type in the angle for the line labels and then forget to type it in for the curve labels, or maybe the angle is typed in correctly in one expression but incorrectly in the other. If it was typed in once, then even if it was wrong, at least the labels would be consistent and correct relative to each other.
Good site that would show how to write VB expressions for the Sub Assembly Composer?
View 5 Replies View RelatedI am trying to create a surface rise:run slope label for our company template file. I have it set using the default values that I want. But right now the text is just 1:1...where we want it to read 1V:1H.
how I can keep the label dynamic to the surface, but put the V & H in the label after the values.?
I think it is normal to want a style showing stationing, speed design stattions, etc.But.... Radii of curves ? Clothoid parameters ?
Why is the reason Autodesk developers think that designers dont want to see this information instead of "add labels, aligments, multiple segments,. etc ....
(aligment by aligment ...... of a whole project ?
Civil 3D (2013)
To take civil 3D to the next level, is it possible to define a function in VBA and then use it in the label styles expressions?
Using Building Design Suite Ultimate 2014
I have tried all of the expressions below to add the the vertical curve elevation at the pvi to my curve crest & sag labels on my profile and all I get is ??? for the value. I am currently running Civil 3D 2012.
IF({Grade In}<{Grade Out}, ({PVI Elevation}+{Tangent Offset at PVI}), ({PVI Elevation}-{Tangent Offset at PVI}))
{PVI Elevation}+{Tangent Offset at PVI}
{PVI Elevation}-{Tangent Offset at PVI}
I am trying to get my bearing label short name spaced to read with a "." after the N & E. Example: N. 00 00 00 E.
View 9 Replies View RelatedI'm trying to create an alignment label to display profile elevations at regular stations. Two questions:
1. I use an expression to set the text height. When I add a regular text component in the label this works fine, but when I add reference text I can't seem to use the expression as text height.
2. I want to use an expression to 'Truncate' the elevation, so that 178.35m displays as 78.35. I can't find a way to create an expression to do this (within the Alignment station labels).
I have tried all of the expressions below to add the the vertical curve elevation at the pvi to my curve crest & sag labels on my profile and all I get is? for the value. I am currently running Civil 3D 2012.
IF({Grade In}<{Grade Out}, ({PVI Elevation}+{Tangent Offset at PVI}), ({PVI Elevation}-{Tangent Offset at PVI}))
{PVI Elevation}+{Tangent Offset at PVI}
{PVI Elevation}-{Tangent Offset at PVI}
Having problems using custom pipe properties in pipe label expressions in 2013? I have some expressions relating to stub callouts and the ones that directly reference the custom properties lose that reference every so often.
For example I have and expression called "STUB-Riser-Length2d" which is defined as "{Riser Length} / SQRT(2)" where "Riser Length" is the custom pipe property. Every week or so it changes to "/ SQRT(2)".
I haven't been able to find the pattern as to exactly when this happens yet. All expressions not referencing custom properties seem to be holding steady. The pipe catalog is on a shared drive on the network, if that makes any difference.
Civil 3D 2013 - Windows 7 Pro 64 - Dell T3500 - Xeon 2.67 - 24gb - Quadro 600
Working on Acad2012 3d Civil. I draw a circle of 4000' radius and another one of 2000' radius. I put a tangent line between the two circles and I do see the tangent symbol but when I zoom in real close, it's not. So now I can't trim the excess radius of the two circle. I do have a trim line pasted the two supposedly tangent points. Is this a CAD issue or is their a variable to change that actually makes the lines tangent.
View 8 Replies View RelatedI have a long (2+ mile) alignment that has many "tangent intersection labels" which have station and delta angles. I need to create a table that lists the stationing and the deltas. How I can get this info. I have tried pipe networks and alignment tables w/o success.
View 2 Replies View RelatedI am used to drafting surveys using Eagle Point Coordinate Geometry & Boundary Survey & I am now moving over to C3D, & I am trying to reproduce a boundary survey in C3D 2010, when it comes to Tangent & Non Tangent curves there does not appear to be any routine that allows you to create them in logical sequence or otherwise from the geometrical info provided on paper maps i.e. Radius, Delta Angle & Length, are there any survey techs on here that have been able to resolve this issue?
View 1 Replies View RelatedWhat distinction is between “intersection” and “apparent intersection” in snaps,. I’m not sure what difference is between the “intersection” and “apparent intersection” in snaps.
Software: AutoCAD 2014, AutoCAD C3D, AutoCAD M3D, Revit
Windows 7 (Ultimate 64 bits),
Firefox 20.0,
Kaspersky 2013.
I created a horizontal alignment from objects and upon importing it c3d seems to have taken liberty to arrange the lines in order it sees fit. Is there a way to rearrange the alignment tangent and curves and change their direction?
Civil 3D 2012 SP4.0 Windows 7 Enterprise 64-bit
C3D 2014 SP1
Dell M6600, Core i7 @ 2.3GHz, 16 GB ram
Dell T3500 workstation, too much ram to post
I need to lable the delta of a PI in an alignment where one segment is an arc and the following is a non-tangent line.
Geometry points don't offer delta and Tangent Intersections won't label at PCs and PTs.
Is there an expression that can be used?
I want to make a curve label with all its elements (radius,tangent...) and the data of widenning and superelevation on the curve?. I attached the label that I want to create on C3D.
C3D 2012
Win-64 bits
I've started doing my first intersections but I'm stuck with one mistake. I did all daylights and curb returns for intersection.
I have a feeling that it's incorrect targeting here, isn't?
What is the best way to relocate and intersection (created with the wizard) from 43+00 to 40+50? I dragged the alignment but the return baselines don't seem to come along for the ride. Would it be better to bite the bullet and redo it?
View 3 Replies View RelatedI am "trying" to design a intersection that contains four lane divided road. Northbound and Southbound lanes are 2% normal crown with a curbed median. I have alignments for each crown. The intersecting road is not crowned. This road is a retrofit so I am limited quite a bit so the intersection wizard is out. We're going old school with this one.
View 2 Replies View RelatedI received a drawing where I have to add Bearings to an alignment and Right-of-Way lines. I have a Line Label Style that it works for that purpose. These new bearings are "Alignment Tangent Labels" and we need them to be "MTexts"
Select & explode once, and you get "Block Reference"
Select & explode again, and you get "MText"
Once that is done, unfortunatly, I get "3D Faces" objects in the background. Invisible on the drawing, but visible on paper once we plot them. The only way to remove them is by selecting around the new MText until I click on one, then, right-click, Select simnilar, Delete!
Is there any way to prevent that to speed up the process???
How to get a tangent bearing or radial bearing to show up in the legal description writer? All I can get are their opposites. Is there some code that I can add that will swap their direction (say NE for a SW)?
The convention out here (OR/WA) is to show a radial bearing (from the PC to the radius point) or a tangent bearing (into the beginning of a curve) for any non-tangent curves. So far, I haven't been able to figure out how to do this automatically.
Also, any good guide or list of variables for using the Parcel Reporting for legal descriptions in c3d? I really want to know what ALL the different pieces of data are that I can use in the legal writer, and how to manipulate them.
Heres the issue;
I created my main corridor which is a 4 lane arterial with ditching on both sides targeted to my prelim surface. On my main corridor i have several intersections and approaches which i created intersections for and set the targets so they are correct, i also created secondary roads for all intersections. Now that it is visually correct there is a few things i would like to do.
1) Combine all intersections to my main corridor and create surface for adjusted volumes.
2) Raise combined corridor and intersections to adjust cuts / fills so that all attached intersection and adjacent corridors adjust with the main corridor.
Do i have to go to my main corridor profile and move each curve and tangent separately, then check all other profiles and intersection to insure everything has been adjusted?
I m trying to create an intersection between two roads. See the attached jpeg. When i open the corridor properties i receive an error message which i don't understand. It seems like civil 3d has problem with the order of the regions. Also the corridor sections intersects in the area that i have place a remark "problem". I m trying to correct it manual but when i rebuilt intersection then it overlaps my manual correction
View 3 Replies View Relatedissue with my Corridor. It involves the intersection of a main road alignment and a secondary road. Thing is my main road has a 6' shoulder whereas my secondary road doesn't have a shoulder at all. I used the Intersection Wizard to create the Intersection, but the two templates don't align. Without the shoulder the ditches don't line up. I tried drawing a polyline between the two ditches and targeting it and that worked, but then realized that going from 6' shoulder to no shoulder wasn't working either so when I tried to target a polyline from the 6' shoulder to the edge of pavement all kind of stuff happened that didn't make sense to me.
Windows 7 Prof w/ SP1, 64bit, Xeon 3Ghz, 16GB
Civil 3D 2013
I have a site access road that extends from highway into site and then loops around and intersects with itself. Would like to keep this as one alignment in order to make Super Elev and master alignment easy to control across project team.
Issue is, we would like to use Intersection wizard at the intersection but cannot, as we ony have one alignment. We could model the intersection the old way, using kerb returns with design profiles, but as the design is still in early stages the intersection is likely to be frequently revised.
how we could utilise intersection wizard in this scenario?