Incorrect. Reread the OP."Strangely enough the few traverses we have run with control in the north to south direction have closed very well(1:50,000+ ...
Obvious issue.Probably it's a State Plane Coord System Scale Factor problem.Where I'm at, we use a Lambert System so E-W traverses are not affected.N-...
> I would definitely be interested in helping with said program when i have time. I have also written a few small programs for surveying, but i am...
Being in SoCal this is often a problem working on asphalt.We would carry "feet" in the belt chain bag.Feet = short, maybe 2-3 inch sections of lath.Gu...
What bunch of great info!I'm capturing it and putting it into a file on my PC.I guess you really can lay it flat with no problem as long as you are re...
Maybe a silly question for me at this point as I'm now retired.But it always bothered me. My books are in deep storage..somewhere.I never remember any...
Inverse from CorpsCon Values ...
How about using CorpsCon for Lat/Lon to State Plane then do simple CoGo Inverses?I haven't done it but will play with it tomorrow.Six miles is about 6...
I am only seeing one Baseline at the E'ly end of Triangle Network.I would think they would have one on W'ly end as a "check" of some sort.I'll bet all...
love this stuffThanks
I never saw where you did an angular closure on the traverse.That's usually the first thing you do before any traverse calculations. i.e total sum of ...
I mentioned that previously.But nobody paid attention.I think there may be problems with Zenith Angle usage.But everyone wants to use StarNet.Maybe us...
I mentioned that previously.But nobody paid attention.I think there may be problems with Zenith Angle usage.But everyone wants to use StarNet.Maybe us...
I always carry a LeathermanANDa Victorinox Swiss Champ.Get laughed at plenty but when those same idiots need something fixed right now, the feeling is...
Your data:Zenith Angle: 90 22 24Slope Dist.: 80.731 USFTComputed Zenith Angle: 90 22 23Computed Slope Dist: 80.764 USFTWhat is "Computed Slope Dist"??...