I have created an alignment from an imported polyline. I now need to vary the delta angle between some of the tangents for different scenarios. I see the delta value in the panorama but it is not editable. Is there a way to enable it? If not, how can I adjust the angle parametrically?
Infrastructure Suite/C3D 2013, LDT 2004, Power Civil v8i SS1
WIN 7 64 PRO
HP Pavillion h8xt, i7 2600, 12 GB
RADEON 6450, 1 GB
We are trying to label the intersection points on an alignment with the following info:
Sta:
Delta Angle
LAT
LONG
We can make it work with a Northing and Easting, but there is no option for a LAT LONG under the tangent intersection labels. I tried to make an expression that would format a Northing as a LAT but it just gave me jibberish.
I was able to do it but adding a point at each PI and making a point reference text, but you then have to select a different point for each label.... which works but it is still a multi step process.
get 2012 to make an expression for curve delta angles come in DMS and not decimal degrees? Why do I need this? Well C3D does not have a delta angle label for curve pipe and our client requires it on the drawings.
View 9 Replies View RelatedWhen I run the Map Check report in C3D 2010, the Delta angle on curves displays to a tenth of a second, no matter what I do with settings. It should display to the whole second.
View 4 Replies View Relatedfind the delta angle of an arc? I know the length and radius.
View 8 Replies View RelatedHow to specify the deflection angle while plotting the horizontal alignment? I’m wondering if there is a way to provide the deflection angle while plotting the horizontal alignment (based on the tangent-tangent with curve method).
Software: AutoCAD 2014, AutoCAD C3D, AutoCAD M3D, RevitWindows 7 (Ultimate 64 bits),Firefox 20.0,Kaspersky 2013.
Alignment, Geometry Point, Label Style that shows the "deflection angle" as either right or left at the PI point of an alignment.
View 9 Replies View RelatedHow the deflection angle can be shown in the horizontal alignment curve? I’m wondering if there is a way to automatically show the deflection angle of the horizontal alignment curve (attached)?
View 3 Replies View RelatedAngle-distance method to stake out the horizontal alignment by total station,Assuming that the total station with reflector is the tool that it is intended to lay out the circular curve after being designed then the only way to do so is to construct a table that contains angle-distance values.
I’m wondering if the C3D can provide this table (attached)
i thought we can grip edit a horizontal alignment? - when does it not work or not applicable because when I tried to change part of my alignment it did not work?
View 3 Replies View RelatedI know this. I am aware. This is why I avoid changing the reference point as much as possible if I have profile views or anything else dependent on my alignment. I also have no problem with this dialog giving me a useful reminder.
My problem is this: if I want to make my alignment longer, and I grab the grip at the end of it and drag it to a new location, the reference point moves too! Who in their right mind would want the reference point to move when adjusting the end? Personally I wouldn't want C3D to ever move my reference point automatically. I can have some sympathy with moving it if I am grip-editing the start of the alignment, or the tangent on which the reference point resides. But I'm editing at the end of the alignment, on a different tangent. Why would you move my reference point and make me have to go back and reset it to where it was? How dare you throw your warning message at me for moving the reference point back to where it should be when you secretly moved it to a wrong location with no warning whatsoever?
I have a plan I want to create a table of feature line (the ones used as ditch cl's) with the designation (ie R1), the overall length (this part I can do) and then the Delta z of the entire feature line. I can get segment Delta z, but not the entire Delta z.
View 4 Replies View RelatedI 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'm trying to build the ditch portion of my Subassembly backwards from an offset target "DitchOffset". The elevation of this point should be derived from a point that is using Slope and Delta Y from point "P12" (see attached). Must be at least 1m from the bottom of SubBase with a 5:1 slope.
The Ditch Bottom will be variable width. I'd like to be able to select my offset alignment for my ditch bottom. Have a link from this point extend at a slope to the Target Surface to complete the foreslope.
I can't quite picture how to complete the links from the DitchOffset point. This may be complicated but the diagram identify what I'm trying to do.
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 Relatedi've made a serpantine curve that starts from one line of alignment and end on the other line.
i wanted to know how can c change alignment direction when these two feature line and alignment meet each other in order to change the alignment path?
I using a data reference/shortcut to properly label an alignment in paperspace. However when I reference the alignment in and apply the labels the aren't the same as the original alignment that I am referencing. Is there a setting where I am supposed to apply a new beginning station.
Also it seems as though the stationing(distance) isn't even matching up 1:1 with the original drawing. For example in the original base drawing my alignment starts at 10+00 with the next PI at 14+76.98, but the stationing on the reference alignment starts at 0+83.33 with the very same PI being labeled as 1+23.08. So the very same distance is 476.98' in the real design and the drawing it's being referenced in, but the stationing of the referenced alignment shows it as 39.75 Units.
I've attached a screen of the beginning of the alignment.
Civil 3D 2012
Windows 7 Service Pack 1
Intel Core i7-2600 CPU
16GB RAM
Using Civil 3d2012, Is it possible to change the alignment label style set after the alignment has been created? For example, for an alignment that was created with alignment label set X - change the label set to alignment label set Y? It seems like this should be pretty easy, I must be missing something obvious.
View 2 Replies View RelatedI have a question on Alignment PI's. (Point of Inflection/Intersection)I have an alignment where some PI's have curves, others are merely hard bends.
Is there a way to automatically label the PI's even if they have an associated curve? (I'd like PI, PC and PT)Alternatively, can I only show markers at PI's without curves?
I'm trying to edit some existing alignments. When I create new entities, they do not show up in the alignment grid view. Why is this?
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
Launching alignment grid view/alignment entities,
I’m wondering if there is a way to launch alignment grid view/alignment entities (attached) without the need to first launching “alignment”? This dialogue box is quite essential in editing the values of radius, degree of curvature and deflection angle for the selected curve.
Can I inherit the station from one alignment as the begin station for another alignment?
For example. Alignment 1 is 1000 ft long and starts at sta 0+00.
At sta 8+01, Alignment 2 begins and goes off in another direction.
I manually enter 8+01 for begin station Alignment 2. Life is good. Still in the design stage, and customer needs to modify Alignment 1 to avoid something. Now Alignment 2 intersects Alignment 1 at sta 8+15, but same N/E coordinates.
I manually enter 8+15 for begin station Alignment 2.
It would be better if Alignment 2 could inherit the begin station based on the new stationing from Alignment 1.
I'm really new to AutoCAD and I'm basically trying to learn it by drawing simple things. My question is this: how do I change the angle that is between two meeting lines?
View 3 Replies View RelatedI would like to draw a smiple line using the transparent command 'AD (angle-distance).
My distance is not horz., so I want to enter the Vertial angle and the slope-distance, in LLD the command was AD VD.
So how do you do this in Civil 3D 2012.
I imported Google earth surface (at eye alt 600m) to civil 3d 2012 and created an alignment of length 181m.
When I exported same alignment to Google earth , it showed the length as 190m ( the difference increases with increase in length of alignment) And also the profile view of the alignment in the Civil D & Google earth varies.
I use the layer effect Drop Shadow with several layers. Now I wanted to have another angle for a specific layer, but this affects all other layers, too! How can I edit the angle without affecting the other layers?
View 3 Replies View RelatedMy customer is using autocad 2014 and find that sometime when he draw a line and select it, the properties show that there is a data in the delta Z value field, this cause confusion to customer since the length calculation is included the Z value, customer doesn't want the length calculate in 3D, my question is how to disable the delta Z value?
note that I am not looking for how to flatten existing drawing, I am looking for how to set the Z value default =0
I need to calculate horizontal curvature for the road, Is there a way I can get angles (c1,c2...) shown in the attachment from the report manager.
View 1 Replies View RelatedDuring an import event I get a warning message saying the Angle is out of Range. The .fbk text below is where the import is getting hung up, the red text is the specific line.
F1 VA 23211 260.52200 84.640 90.32060 "HWC1"
F1 VA 23212 260.10119 86.282 90.31600 "HWC1"
F1 VA 23213 261.27140 84.380 90.15160 "GS"
I'm trying to create a lisp routine where It will create a layer for the delta that is needed and at the same time adds the delta. I get delta revisions often and it takes time to add a new layer and a new delta for each plan. I would like to create a routine that creates the the new layer based on the revision number.
For example if I get a revision 2 I would like to have a lisp routine that creates a new layer but asks what number i would like to use, once the new layer gets created the revcloud command would run, I use polylines around my revisions then change them to cloud with the revcloud command. after i pick my polylines to be changed to clouds then it would add a delta block that is in an attribute and it lets me put the number of the revision i want. At the end I would have a new layer, a cloud around my revision and a delta corresponding to the revision number i'm currently working with.
I have a routine that creates the new layer, sets it current, and starts the revcloud command where i can pick the objects to change to clouds, after that I'm stuck, I'm not sure how to tell AutoCAD that after the selection is made to start the insert command to insert that delta attribute block. I mean the routine ends after i pick my objects, I tried doint the delta first but i ran into the same issue since my routine ends after AutoCAD ask me to pick a location to put my delta block.
I need to figure a way to tell AutoCAD that after something is picked or selected then to continue with the lisp routine without ending it. I atteched an example of what I have.
I am looping through the civilapplication.activedocument's alignmentIDs collection and looking to see if the name of the alignment is the one I want.
Is there a more direct way, where I could use the name like
doc.GetAlignmentId("somename")?
maybe GetAlignmentIds() is only way to access the align collection though,
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