when creating a pipe network, and the slope of the pipe end is say at a 35% from start to end, the crown of the pipe is at a 90 degree angle from the invert elevation (straight up). So if I have an invert elevation of 288.3' the pipe crown elevation is at 292.5'. I need to show the end of the pipe crown perpendicular to the invert elevation so that it reads 292.0'!
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I have a pipe network and a profile for it. Some of the structures have 2 inlet pipes. The pipe system more of less goes down a road, so every now and then there is a cross pipe into a structure. I have masking turned on under the structure style->profile setting. I want to see the cross pipe, so I found on here that all I need to do is under structure style->view direction (profile)->make Structure Pipe Outlines visible. I did that and still no cross pipe shows up. If I turn the masking off it is there.
View 5 Replies View RelatedI have my alignment running up the page, it is the red line. I can show the profile of the pipes and structures that run with the alignment but I want to she the elevations of the crossing pipes, not just the circle in the structures where they cross but the elevation of the crossing structures and pipes, (str 102-103 and 104-105). Almost like a profile that is cut and looks north (up) instead of the cut looking east west.Can I turn my profile view or take a view at a certain station or do I need to make alignments that run east west to do this? I have included a pedicure for reference.
View 3 Replies View RelatedNeed getting pipe top elevation in profile view data band? In labels it's possible to perform calculations via expressions. In data bands – not. Inablity to get pipe outside top elevation in profile view leads to dead end in my hunt for smooth workflow.
View 5 Replies View RelatedHow do I get Civil 3D to put pipe elevation labels at even stations?
View 1 Replies View RelatedCan you set pipe structures and assign your own rim elevation? I don't want to use surface elevation.
View 1 Replies View RelatedI'm creating pipe networks to represent existing utilities and am still a novice of Civil 3D.
I am creating sewer laterals that need to connect to the sewer main that I have already created. My problem is that I can't find a way to find out the invert elevation of the sewer main at the specific point that the sewer lateral will be tying in to. I no longer have an alignment or profile for the sewer main and I hope that I don't have to re-create them. I just want to pick a point on the pipe and have it tell me that vital information. Is there any way that I can do this in plan view?
I'm trying to create a trench with pipe corridor along the alignment.
What I've did:
-create an alignment;
-create a pipe nework based on my alignment;
-then I made a profile with my pipe network and draw profile;
-create an assembley;
-create a corridor with one baseline.
When I've checked the corridor I found some weird spotes that are linked to zero elevation.
I've created another alignment from daylight of my corridor, but it doesn't worked.
Where mistake is???
Trench in object viewer
Profile of major alignment
Profile of Daylight
I would like to know if it is possible to display the pipe inlet/outlet elevation in my structure label. It seems like it is not possible.It is possible to use the inlet/outlet elevation of the pipe in my pipe label however I would like to display it in my structure.
View 2 Replies View RelatedI think that our file has been corrupted. We tried to adjust the elevation of a 6-inch sewer pipe in the profile and then the display of the pipe went up to a 12-inch, even though the pipe properties still show it as a 6. All the other pipe sizes seem to be working, though we did have a similar problem with 4-inch pipe the day before and fixed it with an audit. Audit does not fix this problem. It seems to apply to all six inch pipes.
The file was created in Civil 3D 2007. We are now using C3D 2012 with SP1. My machine is 64-bit but the other person working in the file has 32-bit.
I have attached the file and the pipe in question is in the sewer network and is named SP B 11.
Is there any hope for this file? Of course this is right as we are trying to meet a deadline.
PS I tried to add the file but was size restricted, then I trimmed the file down to under 1.5 MB and was still size restricted.
I am trying to extract feature lines from my road corridor to use as breaklines, and I don't see a center line crown feature line. I have no problem extracting edge of travel ways, etc. but not the crown of the road.
Win 7 64BIT
C3D 2013
I tried to import the Lane Toward Crown subassembly to my Lanes tab, but the import function looks for *.pkt files and all I have in the Stock Subassemblies folder are *.vb files.
How can I get the *.pkt files?
I have created COGO points from my corridor, there seems to be 2 sets of points ontop of each other along the crown of the road. They are different numbers, so its not the same point twice, why it would do this?
View 4 Replies View RelatedI am trying to create an elevation label that will give me the spot elevation followed by the letters "TC" and then on the line below subtract 4 inches from the elevation followed by the letters "BC". It's easy enogh to add the letters but the simple equation of elevation - 4 inches eludes me.
View 3 Replies View RelatedWhen I snap a point to an object, the point takes on the elevation of the object. I would rather the point's elevation stay as is.
-changing osnapz variable
-latest civil 3d service pack
A few weeks ago I did not have this problem but once my computer was switched to the company's global server and c3d was reinstalled the problem appeared. Furthermore (post switchover), when a colleage of mine prepared a simple test drawing with just a line and a point, he was able to snap to that line without the point changing elevation. When he sent that drawing to me and I tried snapping the point to the object, the same problem occured with the point taking the elevation of the line object. I suspect it is a system variable issue
i have some existing drainage pipe and structures in a base plan that i need to change the invert (which is the easy part) and the top elevation to the existing top elevation that does not meet the minimum presect in civil 3d 2012 is there a way to change these min. to match my exisitng elevation for example i have a catch basin invert is 15.45 top is 17.56 with a 18" rcp the cover will be less than 12" and i need to change this.
View 3 Replies View RelatedI have a problem where the Inverse Report is returning values of "N 89-59-60 E" instead of "N 90-0-0 E".
I have attached a screenshot. A simple rectangular parcel rotated 1 degree.
The head of our survey department is going nuts trying to check things.
Civil 3D 2011 (SP1)
Windows 7 (32 bit)
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 RelatedPipe network storm pipes: Fairly new to Civil3D and trying to set up parts list for the storm sewer pipe and would like the plan view to appear as it does currently. We use a polyline for centerline of pipe, similar to dashed linetype but line and space are the same, width set to pipe width.
View 1 Replies View RelatedI created pipe network for my storm drain project. I have located all the structures (manhole) to all angle point of my alignment as required. Also I "insert" manhole every 400' per local code requirements using the command "network layout tools; structures only. My problem is I couldn't find the tools how to trim the pipe that pass through the manhole. Please see attached pdf file.
View 1 Replies View RelatedOne of the things I seem to struggle with is being able to depict a single pipe when it needs to be shown in one profile as a crossing pipe, and another profile where you you show a lenghwise slice through the pipe. I end up tracing the pipe with eliptical objects where I'm cutting across the pipe and setting up more for the lengthwise/sideview of the pipe. Is there a way to have two different styles for the same pipe, one for a cross cut and one for a lengthwise slice?
View 1 Replies View Relatedis there a way to include the pipe min/max cover as part of the str/pipe label?
Civil 3D 2013 SP1, Win 7-64 bit
12GB RAM
How do I model (or calculate) the fewest welds/fittings required to change angle and elevation in a pipe run, as shown in Option1 below.
For this example the constants are: 8" standard steel pipe, one of the fittings is a standard butt weld 45 (12" radius), bend angle is 70 degrees, and the elevation change is 9". The custom fitting is cut from a standard 8" long radius 90.
Note: Option2 is just shown for reference, I'm only interested in solving Option1
Bend with Elevation change.gif
Using Network Layout Tools, can you attach a pipe to a structure in a different Pipe Network? 2013 Civil 3D
View 6 Replies View Related1. We all understand that designing highways is not simple and I don't know in your country but in my area almost all the bridges come at an angle from the alignment/corridor. Now, how can you do that in Civil 3D ?
2. Can you insert an entire shape, let's say a culvert into the design / corridor and be able to show it in the 3d view preciselly like it will be in real ? what about showing it in profiles or sections ?
I have an alignment going up the center of a draw. I'd like to extract cross sections of this alignment and existing ground. What is a good way to do this?
I don't do cross sections very often, so when I need one, I draw a second alignment perpendicular to the first and profile that alignment to give me a bare bones cross section. I'd like to do these cross sections on a given interval, and at every change in direction. How should I go about it?
Any way to raise/lower a surface, but is there a way to offset a surface basically 1m (to make it easy) perpendicular to all grades? Because when you raise/lower a surface, if you have a 3:1 slope, it will raise/lower it vertical 1m or so, but then the perpendicular distance between the 2 surfaces is less then 1m.
View 9 Replies View RelatedI am working on drawings where we create dtm's from surfaces, use the dtm for layout, shoot the asbuilt of the final surface, and then compare hundreds of shots to the surface to develop an as-build report.
I want to be able to select a mass of points, compare the perpindicular difference in elevation to the surface, and have an excel spread sheet generated from the results.
My coworkers are able to do this in Terramodel but I am on a mission to eliminate Terramodel from my day to day work.
Windows 7 x 64
Dell Precision M6600 Mobile Workstation
16 GB Ram
i7 @ 2.5 ghz
Civil 3D 2012 SP 1
Civil 3D 2011
Autodesk Inventor 2011
AutoCad Map 3D 2011
I have a drawing (c3d 2013) provided by a subcontractor that contains high density laser scan data in the form of Acad solids. I have a bunch of conventional QC shots on the same objects, that I would like to compare to the scan data.
I can bring the QC shots into the scan drawing as cogo points, but when I try to measure the distance to the face of the solid, I can't get the perpendicular 3d osnap to grab the solid.
I'm trying to model a tunnel network and I have come across a problem . The problem is best described with an example:
A sort of tunnel - or shaft - has to be blasted in order to make an access between the ground surface and a certain parking cavern. This access will be an escalator and the tunnel will be blasted in a 30 degree angle to the horizontal level. Normally when I design tunnel cross sections (CS) the contractor will blast the designed CS perpendicular to the designed profile.
I drew the tunnel CS with sub assembly composer and created an assembly in civil. I then made an alignment and a profile according to our design. And here is the actual dilemma: Civil draws the assemblies so that the assemblies are vertical and what I need is them to be drawn / modeled perpendicular to the designed profile. Is there a way to do this?
I will attach a .pdf and a .dwg of a surface profile along the alignment created (and tidied up) with civil 3d, in which I have tried to illustrate the problem in case my description isn't clear enough!
I need to place points automatically and in order sequentially along an alignment and I need to generate data from the points relative to an adjacent alignment. SO, two alignments, adjacent but not parrallel to each other. The data would then be point #, sta and offset from the adjacent alignment with the points placed in order and by window or crossing. I have a few thousand to place so one at a time would be an undesireable solution of course.
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