AutoCAD Civil 3D :: Input Bearing In Degrees / Minutes And Seconds
Jan 22, 2013when trying to input the bearing in degrees minutes and seconds I have to input (for example) 89%%d49'38". how do i change it so i can input ddmmss?
View 5 Replieswhen trying to input the bearing in degrees minutes and seconds I have to input (for example) 89%%d49'38". how do i change it so i can input ddmmss?
View 5 RepliesHow do I get the export parcel ananlysis to show degrees minutes and seconds instead of the default decimal degreees. My direction settings are set to DMS, but I can't see where to change arc deltas...
(running C3D 2012 sp4, Win7 64bit, 8GB)
I'm using civil 3d 2008 and trying to lable my pavement radius with Line and Curve Label but the delta setting is only in decimal, how do i get it to read degrees, minutes and seconds.
View 4 Replies View Relatedhow to set line direction by N,E,S,W by degrees, minutes and seconds.
i.e.. drawing a plot plan laid out by a surveyor.
Must I convert to degrees for polar coordinates or is there a way to directly insert these angles?
I would like to know, whether there is a way for diplaying arc-degree values not only in whole degrees but also including minutes and seconds. Couldn´t find a way to define this...
I am using AutoCad 2011 for Mac, Version 18.1.49.62, on a MacbookPro 2,1 (2,33 GHz, 2GB RAM; 17")
By the way, how do I create a signature for postings in here?
I am having an issue with an external reference. It is basically a 3D drawing of a few trusses with truss bracing installed. I include it with almost every set of drawings. Problem is it often causes my AutoCAD to lock up for 30 seconds to 10 minutes. The problem occurs when switching from paper space to model space or when I load the drawing file.
View 3 Replies View RelatedHow do I get Inventor 2009 to measure in degrees and minutes. Below is what I am trying to do.
View 3 Replies View RelatedCannot find a way to set up angular dimensions to show that first zero if the minutes or seconds value is less than ten.
Desired: <degrees>08'05"
Stuck with: <degrees>8'5"
My Photoshop Elements freezes up after 30 seconds to 3 minutes of use. What can I do to fix this?
View 2 Replies View Relatedhow to get C3D 2014 to label a radial bearing? I guess I could dream up an expression using the start Northing and Easting and the Center Northing and Easting, then converting from decimal to DMS
View 9 Replies View RelatedI am wondering if there is a way to get the bearing label to look show a 09d02'01" the way i have is set up it cuts off the 0 infront of them? I thought that would be fine however my boss does not, so I have o explode the label and add it in then. I do not like to do this however.
View 4 Replies View RelatedI am trying to find where the formatting is for the General Legal Description bearings. I am currently getting an output of NORTH 00° 12' 33" EAST, but would like to eliminate the spaces in the DMS: NORTH 00°12'33" EAST. This is also the case with the delta angle for curves. When I run the Metes and Bounds report, the bearings appear without the spaces. I think that I have changed it before, but I have switched employers since editing the files.
View 2 Replies View RelatedI 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 RelatedIn LDD I could label a bearing and distance between 2 points. (Points - not actual surveyed points, but 2 spots I click)
In 3d 2010 I only can label a whole line, not only a portion that I choose. This has to be a label option still.
How do you change the precision for the bearing and distance labels in 2012
View 2 Replies View RelatedI am using Civil 3D 2012. I know how to label a line with bearing and distance. What I would like to do is make a table with these bearings and distances referencing the point numbers. For instance, I have a new ROW line that starts at point 1000 and changes direction at point 1001 and changes direction at 1002 and so on. I need a table that shows Points 1000-1001 is ___ Bearing and ___ Distance.
The lines are not parcel lines; they are only line segments.
I am attempting to rotate my Survey database to my platted line bearing. I calculate out the angle of rotation around my section corner (in my case 0.0641) and when I apply the translate survey data, it rotates it at a much larger scal than specified (1.5236). I have also tried by "pick in drawing" to specify rotation without much luck.
View 5 Replies View RelatedAutocad freezes for a few seconds every 30-60 seconds. it did this on my previous full autocad 2011 and now on 2012. i have also had a reinstall. it also does it on the other users computers in the office and also those on LT.
the freeze is rondom. it can be triggered by commands, escape button, panning arround the drawing. The problem occurs periodically for say 1 day every few days autocad will have pauses. But other days its fast with no problems.
i have tried all the usual things for slow down. purge, audit, layerdlgmode. I do not think it is general slow down.
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.
How do i get the leading zero to show on an angular dimension for the seconds? as in: 108d 36' 03" ?
View 1 Replies View RelatedI am trying to find out a good way to calculate hours minutes seconds , know a good program I can use on my phone. I am trying to add
35:42:16+17:53:57
I want to set my autosave (In Options) at 30 minutes but it seems that my Civil 3d 2012 sets itself back at 10 minutes.
I even try to set it in the dialog box with SAVETIME command at 30 minutes but it gives me the a prompt telling that its been setted at 10 minutes.
Using : Autodesk Civil 3D 2012
OS : Windows 7 - 64 bit pro
I've been generally having trouble with Civil 3D 2012 taking a long time to do tasks. One that takes quite a while is if I drag a Cogo Point Label. As stated it takes about 75 seconds. It will move to where I drag it immediately but then the program is unresponsive for a minute and 15 seconds.
In the past 4 days I've repaired C3D, tried 4 or 5 different versions of the display driver and did a windows update. A lot of commands, specifically Civil 3D commands, are very slow. Does this ring any bells?
Civil 3D 2012 with SP (Update) 1
NVIDIA Quadro FX 4600 768MB GDDR3 (Tune log reports 2530 MB)
Driver 8.17.0012.9670
I have a corridor with intersection.The intersection isn't 90 degrees. Can I cut corridor with(for example) 45 degrees?
View 9 Replies View RelatedI have a 16GB Raster that we use for Design/Proposal purposes. Is there anything I could do to potentially improve load time or is this something I'll just have to live with?
Dell T1600 Workstation
Windows 7 x64
Intel Xeon E31280 @ 3.50 GHz
24 GB RAM
Nvidia Quadro 4000
Civil3D 2013
If I try to hatch, it takes minutes for the command to process. Any settings I need to check?
View 6 Replies View RelatedHow can you add the chord bearing, chord length, and tangent to an alignment table with the curve data in it? I have the length and direction but cannot figure out why the others will not load and update in the chart. I am using Autocad Civil 3D 2012
Autocad Civil 3D 2014
Windows 7 Prof. SP1 (64-bit)
Precision T3500
Intel (R) Xeon(R) CPU W3550 @ 3.07 GHz
6.00 GB
NVIDIA Quadro 4000
I have a file that looks like it is going to open nice and fast and then it gets stuck at 50% synchronizing references. It literally takes over 5 minutes for the file to come completely up and ready to work on.
In the file I have an existing ground surface data reference and two corridors (with alignments, profiles and profiles views) that are basic access roads roughly 1200' long each with a very basic assembly. I also have a pipe network data referenced that is just a bunch of pipes that represent existing utilities crossing the access road so I can show them in cross sections. The final thing I have in here are 50' cross sections for each of these access roads.
why does it take me 5+ minutes to get into this file?
Is there a way to convert decimal degrees to a point id? I have tried inputting the decimal degrees in as point but land no where close to the coordinate it should.
View 3 Replies View RelatedI'm just trying to figure out how to label my surface with slope values in Degrees. The existing options are rise/run, percent...
View 4 Replies View Relatedplotting a MrSid using DVIEW TW 270 ? Naturally we've spend 2 days on this. DVIEW used to be a great way to create dynamic views...
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