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Last seen: October 1, 2026 8:50 pm
:good: All that and more timely also.
XLVIIII for 49 was not really a correct roman numeral. It should be IL. But it didn't look as sexy without some Xs in it. I'm surprised they didn't...
Nate, try this...I doubt a knot has any more effect than a simple loop, although I've never tried to calculate it. I suspect you would be better off ...
Complain to the architect, not the client.Complain to him about the title block issue. If you think it causes confusion, notify the planning board of...
I don't think significant figures have anything to do with the situation. There are sections that are so misshapen he could have measured the SW/4 SW...
There are lots of free (or nag-ware) programs out there that look like another printer in any program's print menu. If all you need to do is capture ...
Firefox: Tools / Add-ons / Plug-ins / (pick your application)/ Ask to ActivateIt helps some.
You used International feet. I think the data was in US Survey feet and I get 48.78333757 meters +/- 0.05 😛
Old Battery Case as GPS Battery HolderHow much does it cost you when they call the b0mb squad who destroy it to protect the public, find out it was YO...
If you have another TS, although not robotic, I think showing them a sketch, shooting the distance and angle from the sketch to find the 60d you set o...
Part of the cost of storage needs to be migration as technology moves on. There are usually multiple storage media that are viable at a given time. Y...
:good: There is probably a lot of stuff besides the survey equipment that has to be dealt with. What do they do with the rest?
>angles, avoid those close to 180 when possibleI believe that is a truth from one situation that has been perpetuated into situations where it does...
Ditto what Paul said - the analysis needs to use the total stations's angles and distances ONLY, along with GPS coordinates, but yours seems to be kee...