AutoCAD Civil 3D :: Deletion Of Profile Element And Replacing With Curve?
Dec 4, 2012How can we delete an element within a connected profile.
View 2 RepliesHow can we delete an element within a connected profile.
View 2 RepliesSeems like a bug on Autocad Civil 3D 2013. I followed all the tutorials to design a circular vertical curve on a profile and it just dont work. I put circular on settings, click on circular curve by PVI button, the software even ask the radius and it end up designing a parabolic curve.
View 2 Replies View RelatedI just created a profile by choosing my PVIs and linking them together with tangent curves. How do I add labels to show the vertical curve properties (K value, curve length, station of PVI, elevation of PVI...)? I'm guessing I have to edit the label style?
View 2 Replies View RelatedI 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'm using Civil 3d 2010, in profile curve details are coming worng, PVI station is OK but LOW PT station of curve is wrong, also in Civil 3d 2009 no any curve details are coming. I'm sending the secreen shot of profile.
View 1 Replies View RelatedI am working on a corridor. I have a proposal profile, and now i wanted to add a vertial curve between the new profile and exsiting. (see attached.) but i have not done before.
View 4 Replies View RelatedI 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}
On our road profiles, we have to show that low points and high points are adjusted to maintain a minimum of 0.6%. see attached screen shot. Currently, I am calculating the adjusted low point and editing the profile label. Since I can't figure out how to edit one label in a data band, I've been wiping out the old elevation and typing in the new elevation over it.
Is there a way to get C3D to do the calculation for me and populate the labels with the adjusted elevation?
Civil3D 2013
Windows 7
I'm creating finished roadway profiles by setting the PVIs then going back and inserting vertical curves (Free Vertical Parabola, PVI Based). When I insert the vertical curve, it displays as 1-5 tangents depending on length (not a smooth parabola). I've changed the curve tessellation distance under the Edit Profile Style - Design tab, but it doesn't smooth it out. What am I missing here. I don't have this problem in other drawings and I'm using the same template/drawing settings.
View 2 Replies View RelatedI have a large scale industrial project with multiple road profiles and sections sheets. I find that when I plot my drawings manually by opening the drawing everything comes out fine. But when I publish the drawings manually or thru Sheet Set Manager, it shifts my vertical curve labels on my profiles down, which then conflicts with the profile linework (see attached image). Unfortunately manually plotting these drawings is not an option. Because of the amount of information in each drawing it takes 3-4 mins to open and we have 200+ drawings in a single set of drawings, which we have multiple sets of drawings for the project.
View 2 Replies View RelatedI created a road centerline profile and corridor and then created a profile of the two curb lines from the corridor. The road profile that I made has a vertical curve in it but the curb profiles do not show that information, just grade breaks every 25 feet based on the corridor sampling distance.
I would like to have the vertical curve information on the curb profiles.
I have a Vertical profile made up of Lines, Rads, Arcs. How do I offset this profile in one command rather choosing each element. I am able to offset thease commands independatly but not has one item. I have tried converting to a polyline but this does not work.
View 9 Replies View RelatedFor a monthly magazine on uncoated paper, our workflow is as follows:
- convert every photo to uncoated cmyk (PSO Uncoated) + apply some corrections to look nice in this profile
- apply a fixed correction curve to the photo's
- (resize images + apply proper sharpening for print)
- export pdf: convert colors to destination, preserve numbers
The correction curve step is critical. Without it, everything is printed much too dark.Unfortunately our printer can't provide us with a correct profile for the paper that is used. That's why the correction curve in photoshop is needed.The profile + the correction curve give a good, predictable result.
However i don't like the workflow with the correction curve, because only photoshop links can be corrected.We would also like to put a digital version of the magazine online, so i have to replace all links if i won't to have them displayed correctly.
Can i somehow combine the icc profile with the correction curve into a new icc profile?I did some research and found about "Custom CMYK" in photoshop (see screenshot), but i think an existing profile (PSO Uncoated) can't be edited or replicated in this dialog box.
I have ran an analysis and SSA gave me Error 607 on the report. It says "Inlet A9 gutter capture curve is not a valid curve."
A couple things I did different from the video lectures...
I selected user define for the Tc to figure out Q. i computed those manually.
For the Inlets I have selected Maximum Capture Cutoff.
There are some inlets in this model I created that do not capture 100% of the flow so i created conveyance links to account for the bypass flow.Not sure why is not recognizing the Curve?
I'm using 2004 and drawing a profile for a utility. I need a 25' radius for my vertical curve for this utility line. I'm wondering how people draw this radius if there is a vertical exaggeration in the profile. Horizontal scale is 1"=20' and Vertical scale is 1"=5'.
View 9 Replies View RelatedI have an alignment label that I normally use to show the PVI's of a profile in the plan view.
This is a little unusual, but in a specific case I wanted to design my profile at one alignment, but show it at another. I designed my swale profile in the pathway profile view and then superimposed the swale profile on the swale profile view. I then went back to the swale alignment to add these labels.
It's a no-go AFAICT. The only profile available for me to select for these labels is the original ground profile from the surface.
I'm working with a structure profile label style and it seems like the only way to anchor the position of the label is based on offsets from the structure itself... Any way to position the label based on the top of the profile view, so that I could make all of my labels horizontally aligned above the profile view?
View 9 Replies View RelatedIm creating a Profile Bandset and would like to have multiple surface/profile elevations shown, ie: EG, FG, Back of Curb and Back of walk. While creating this bandset I see that the text component editor properties only has code for profile 1 elevation and profile 2 elevation in the properties area, which the code for this looks like below.
<[Profile1 Elevation(Uft|P2|RN|Sn|OF|AP)]>
<[Profile2 Elevation(Uft|P3|RN|AP|Sn|OF)]>
Ive tried to write my own code using the profile 2 as an example but it doesnt seem to work as a 3rd surface/profile and only seems to mimic the profile 2 elevation when placed in the band
My questions are as follows
1) does Civil 3d only allow 2 surface elevations in any band set? if it does allow more profiles/surface elevations what am i missing to create it?
2) if Civil 3d does alow for multiple surfaces to be shown in the band set how do i get the text component editor to supply the extra profile elevation codes? or would i need to create from scratch
3) if i need to write the code from scratch does any listing of the codes and meanings of each code ie what does RN, Uft, Sn and so forth do and mean .
I have a group of profiles in a drawing and I want to change how one of the profiles is displayed through the profile view style manager, but I do not want to change how all of the profiles look. Is there a way to change the way a single profile looks without changing all of them?
View 2 Replies View RelatedI have a profile showing proposed storm sewer, existing sanitary, rock surface, existing surface, and proposed profile. Today for some reason the proposed profile and labels, and the existing surface are not showing on the profile and I'm not sure what has changed or how to get them back.
View 3 Replies View RelatedI 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?
Intel Core i5-2500K CPU @ 3.30 GHz
8.00 GB
64-bit
I try to make curb return profile without profile view like a intersect command.
I was make curb return alignment but I can not find profile command without profile view.
The intersection wizard makes dynamic EOP profiles based off of the cross slope from the centerline. Well the intersection tool doesn't always work with funky intersection layouts. Is it possible to manually create a dynamic EOP profile based on the cross slope from the centerline profile?
Civil 3D 2012
Windows 7, 64 bit
I have a 10 foot profile view and a 15 foot manhole. I want to show the manhole but not the bottom 5 feet. It is extending beyond my profile view.
Civil 3D 2014 SP1
Windows 7 Professional
Intel Core Quad Q9650 3.0 GHz
8 GB, 64-bit
I have yet to produce a profile. I created a polyline and turned it into an alignment.
Looking at alignment Sample(3), I see that it is not superimposed over your surface. The polylines are, but the alignment is not. That will disallow creation of a surface profile.
Is the sample5 an alignment that sits on the surface? how come there is still no profile?
differences in elevations of points along Profile 2 (the proposed new road elevation) and Profile 1 (the existing elevation/surface) should be computed and shown right above the Profile 2 line. For example, if at a certain point PT 1 the elevation of the proposed road is 132.44 meters and the elevation of the existing surface is 132.45 meters, the difference is -0.01 meters and it should be shown exactly above the Profile 2 line (or a little bit above it) but not on it. The same should be done for every chosen point along the proposed profile.
So far, I have done this manually, by dragging the difference (already automatically computed and shown in one of the bands below the profiles) to the correct place for every single point. However, I don't know how to do this automatically.
We have an engineer who is taking an existing surface and wants to show a proposed road 2" higher than existing.
I told him to simply adjust his assembly for his corridor to account for the 2" difference, but the County agency needs to see a profile.
My questions:
1) Is there a way to easily copy a profile made from a surface and "convert" it to a proposed profile? If we copy and explode, it turns into hundreds (thousands?) of tiny pline segments and it would be a mess to convert all those to a profile 1 by 1. If we make the corridor, and choose "profile from corridor", we do not have an option that could be used to represent the centerline.
2) Other than loss of dynamic updating), would it make sense to adjust the assembly so the top surface would be accurate, then copy the profile, explode the copy to a block and simply shift that (as essentially basic linework)?
where to change the text height and color for the lower band where the stations are. Also, how do I get the exist grade and proposed grade to show at the specified stations vertically like LDD used to do it.
Second, how do i mask the pipe in the manholes on the profile. Right now i can see the pipe inside the manhole. I clicked "enable masking" under the structure properties but no luck.
Attached are survey points that created the surface of a road embankment portion that caved-in. The road is very near a reservoir shoreline.
1. How can a surface profile be produce? I/'ve use line to change it into an alignement and then create a proile , then a profile view. But the the surface profile is missing.
2.the points having higher elevation are the top edge( road level) of the cave-n . A few few shots were take before the shorline elevations.
3. What the best way to come up with the rock volume to fill the cave-in given this surveying points., Also the shoreline elevation will be lowered some more while work is being done since the fill is not allowed to fall in the reservoir.
I have 3 profiles that I've superimposed together. Then I created sheets using the superimposed profile. I used the wizard and had Civil 3d do it for me (2012). Now I have to add a 4th profile to the mix and get it to show in my profile views that have already been cut. The data is shortcut into the drawing with my cut profiles views. How do I get it to be in the cut profile views without re cutting everything?
View 1 Replies View RelatedA tabular data sheet for profiles could be very interesting.
Civil 3D (2013)