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LISP for area in acres and segment bearings & distances

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Message 1 of 17
freddy_j
1614 Views, 16 Replies

LISP for area in acres and segment bearings & distances



I'm looing for a LISP routine that spits out the area of a closed polyline in acres along with bearings & distances of the segments. I'd also like curve information if the polyline contains one. Anyone have one or a link to one they would like to share?



Fred Mitchell

G&A
16 REPLIES 16
Message 2 of 17
Anonymous
in reply to: freddy_j


Have you tried the Parcel tool?

face=Arial size=2>

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Thanks, Joe

 

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Civil 3D 2008
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Message 3 of 17
freddy_j
in reply to: freddy_j

A little. I also need something for when a boundary DOESN'T close.



Fred Mitchell

G&A
Message 4 of 17
Anonymous
in reply to: freddy_j



 

Somewhere I have a lisp that I used from DCA's
first release thru Softdesk8 which was just too slick (for it's time). I
couldn't locate it quickly though, but if that link doesn't do it for you I'll
look a little harder....might involve finding a PC that will read from an old
5.25" floppy.....

 

 


style="BORDER-LEFT: #000000 2px solid; PADDING-LEFT: 5px; PADDING-RIGHT: 0px; MARGIN-LEFT: 5px; MARGIN-RIGHT: 0px">
A
little. I also need something for when a boundary DOESN'T
close.



Fred Mitchell

G&A
Message 5 of 17
ralstogj
in reply to: freddy_j

here is an old rountine I still use for area in m2 written by the guys in the credits maybe you could adjust it

;TIP889.LSP Quick Areas: AUTOAREA.LSP (C)1993, Levin Rodriguez Trujillo
;Altered by Stephen Bindon Aug 1999

(defun C:AA ( / N SS1 NUM EN )
;;LCA - COMMENT: The LAYER command has new options.
(command "_.layer" "set" "0" "")
(setq N 0)
(setq SS1 (SSADD))
(setq PT (getpoint "\nSelect internal point of Area:"))
(command "BPOLY" PT pause)
(setq SS1 (entlast))
(setvar "CMDECHO" 0)
(command "_.AREA" "E" SS1)
(setq AREASS (getvar "AREA"))
(command "_.ERASE" SS1 "")
(setq SS NIL)
;;LCA - COMMENT: The LAYER command has new options.
(command "_.layer" "make" "Text-Area" "")
(command "_.text" "style" "txt35" "m" PT "90" (strcat (rtos AREASS) "m[2]"))
(command "_.redraw")
;;LCA - COMMENT: The LAYER command has new options.
(command "_.layer" "set" "0" "")
(setvar "CMDECHO" 1)
);end autoarea.lsp


Regards


Justin
Regards

Justin Ralston
http://c3dxtreme.blogspot.com/
Message 6 of 17
Anonymous
in reply to: freddy_j


There's also the Mapcheck Analysis in 2009+ that
allows you to select the labels of a pline and it gives you the closure &
area information.


style="BORDER-LEFT: #000000 2px solid; PADDING-LEFT: 5px; PADDING-RIGHT: 0px; MARGIN-LEFT: 5px; MARGIN-RIGHT: 0px">
A
little. I also need something for when a boundary DOESN'T
close.



Fred Mitchell

G&A
Message 7 of 17
freddy_j
in reply to: freddy_j

I currently have a LISP for the acreage (area). Ideally, I would like one that has that information along with the line/curve information.



Fred Mitchell

G&A
Message 8 of 17
omc-usnr
in reply to: freddy_j

This is a major problem with sites as far as I'm concerned. Again, it's engineers coding the software, not surveyors. I've yet to find a boundary that really closes to four decimal places in recoded plats, and or field survey, so to arbitrarilly close a boundary just to have a site to start with, feels wrong to me.

Reid

Anybody know why this board will sometimes bounce a duplicate post every so often?? Edited by: OMC-USNR on Jun 19, 2009 8:18 AM
Message 9 of 17
omc-usnr
in reply to: freddy_j

This is a major problem with sites as far as I'm concerned. Again, it's engineers coding the software, not surveyors. I've yet to find a boundary that really closes to four decimal places in recoded plats, and or field survey, so to arbitrarilly close a boundary just to have a site to start with, feels wrong to me.

Reid
Message 10 of 17
Anonymous
in reply to: freddy_j

Just for the record, the Product Designer for Survey is a licensed
surveyor in NH. You may not like his design, but it's not because he's
an engineer or code jockey.

JW
Message 11 of 17
Sinc
in reply to: freddy_j

So who's the "Product Designer" for the Engineering side? Is that left to a single person, for everything?

If not, why is one person expected to come up with the entire design for Survey, but not Engineering? Is that a reasonable expectation?

-- Sinc
http://www.ejsurveying.com
http://www.quuxsoft.com
Sinc
Message 12 of 17
Anonymous
in reply to: freddy_j

I'm inpressed! In the last few weeks have found out there is a Market
Readiness Manager-Civil Engineering, a Surveyor Product Designer and can't
remember the exact title but something like "emergency response team" for
hotfixes. Can QA/QC be close? Things are looking up!

"James Wedding"; "P.E." wrote in message
news:6205179@discussion.autodesk.com...
Just for the record, the Product Designer for Survey is a licensed
surveyor in NH. You may not like his design, but it's not because he's
an engineer or code jockey.

JW


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The message was checked by ESET NOD32 Antivirus.

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Message 13 of 17
Anonymous
in reply to: freddy_j

I'm also "impressed"! 🙂

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The message was checked by ESET NOD32 Antivirus.

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Message 14 of 17
stacy.dunn
in reply to: freddy_j

Hey Fred,

Send me your contact information. I think I have exactly what you need.

stacy.dunn

@kimley-horn.com
Stacy Dunn
Message 15 of 17
mspatz
in reply to: freddy_j

I'm so confused. Just plot the deed and make it close with a parcel segment line. Than put that segment on a no plot or layer to freeze so it doesn't show. You get what you want, a parcel is created because it is technically closed but you don't see the closing segment.

This is what we do and it works great...

mspatz
[p.s. don't get me the area argument. If you have an issue with the area don't show the parcel calculated area or create your closing segment in such a manner that you get the desired area. Besides, typically in this case you wouldn't show the parcel area you would simply input the deed area since you are not doing a determination].
Message 16 of 17
Anonymous
in reply to: freddy_j


OR:

 

Use the line and label it "Linear Error of
Mis-Closure".

 

<G>

 

Bill


style="BORDER-LEFT: #000000 2px solid; PADDING-LEFT: 5px; PADDING-RIGHT: 0px; MARGIN-LEFT: 5px; MARGIN-RIGHT: 0px">
I'm
so confused. Just plot the deed and make it close with a parcel segment line.
Than put that segment on a no plot or layer to freeze so it doesn't show. You
get what you want, a parcel is created because it is technically closed but
you don't see the closing segment. This is what we do and it works great...
mspatz [p.s. don't get me the area argument. If you have an issue with the
area don't show the parcel calculated area or create your closing segment in
such a manner that you get the desired area. Besides, typically in this case
you wouldn't show the parcel area you would simply input the deed area since
you are not doing a determination].
Message 17 of 17
hafiz.khan
in reply to: ralstogj

respected sir, i need a lisp which can calculate bearing distance and area i hope you will help me

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