error ORA-13347: the coordinates defining an arc are not distinct
same Snapping Distance in both
Why does this error occur when using Segment Snapping, The anchor is not supposed to move even with the Segment Snapping selected
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The documentation explains segment snapping: snapping vertices of candidate points to their anchor, if their distances are within the specified snapping distance
“Snapping Distance” should to be set to be half the distance of the shortest line. Prior to AnchorSnapper, place a LengthCalculator and sort output length attribute to find the smallest length
The documentation explains segment snapping: snapping vertices of candidate points to their anchor, if their distances are within the specified snapping distance
“Snapping Distance” should to be set to be half the distance of the shortest line. Prior to AnchorSnapper, place a LengthCalculator and sort output length attribute to find the smallest length
Thank you
I have no problem with that snapping vertices of candidate not points to their anchor, if their distances are not within the specified snapping distance
my problem is , why when using "Segment Snapping" with some arcs lead to change this arc , and raise an error when trying to insert that arc in databae
error ORA-13347: the coordinates defining an arc are not distinct
but arcs is so important for me and ArcStroker change the curve of arcs
arcs are fine until they are used as an anchor from the AnchoredSnapper
unfortunately in FME terms arcs are not a Line geometry, which the segment snapping would use the line vertex…. so arc by bulge or 3dpoint can’t work with an anchor. The ArcStoker can be used to get the snapping working and you can also coercer or merge back the original arc feature
unfortunately in FME terms arcs are not a Line geometry, which the segment snapping would use the line vertex…. so arc by bulge or 3dpoint can’t work with an anchor. The ArcStoker can be used to get the snapping working and you can also coercer or merge back the original arc feature
Tester : incorrectly classifies some points outside the intersection range even though there is an intersection, and sometimes it classifies the correct intersection correctly. On what standard can the ARC be used, or should it be avoided at all?
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If ArcEstimator is used after ArcStroker , ARCs will it be returned to its original position completely as if I had not used ArcStroker, and thus the ARC will be insert into the database without any distortion in the curve? Is there a document for this? Thank you.
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and another question please
How can I keep the midpoint of the ARC ? After Reader reading the curves, the midpoint on which the ARC was built disappears (ArcBy3Points) - source Civil CAD File -
so the curve was reconstructed using the ArcEstimator , is it built on any basis?