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Moe Shetty
Moe Shetty
@moe-shetty
Member
Joined: July 2, 2010 7:49 am
Last seen: January 9, 2026 1:42 pm
Topics: 112 / Replies: 1318
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RE: Mason-Dixon Stone and the USGS

J Tanner, post: 353273, member: 7358 wrote: Yes I remember a story from years ago when USGS or NGS did some re-surveying along the Mason-Dixon Line an...

10 years ago
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RE: Ever seen this?

Structurally, a spandrel beam is a beam that is at the perimeter of a building. All others are simply called beams. I hope this helps.

10 years ago
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RE: Mason-Dixon Stone and the USGS

Robert, that stone would have been set approx. 1767. at a glance, it is a milestone. the crown stones are the truly stunning ones; heavier, taller, an...

10 years ago
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RE: Random horizontal distance error - Nikon NPR362

you may want to start by resetting/rebooting all of your electronics; some component may be changing a prism offset. the straight line part i do not u...

10 years ago
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RE: The Perfect Rodman...

Reminds me of Bootsy Collins

10 years ago
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RE: Star*net: What controls the Chi-Squared Upper and Lower Bounds?

Norman Oklahoma, post: 350932, member: 9981 wrote: Probably. But if you are just starting out on studying LS I'm not sure it would be best to shell ou...

10 years ago
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RE: Star*net: What controls the Chi-Squared Upper and Lower Bounds?

chi sq = vS sq/ residuals sqrecommended reading; adjustment computations by ghilani and wolf. bonus is the book includes a good set of LSQ software, n...

10 years ago
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RE: Converting between the various NAD83 adjustments

bow tie,we use leica geo office software here. it has a module called datum and map transformation. similar to what bill said, above, you can look up ...

10 years ago
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RE: Star*net quandary

maybe remove the bearing line, as 100 and 2 are already held with the "!!!". should work

10 years ago
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RE: Elbow torque pain

maybe treat yourself to a 100% carbon pole, they are a bit lighter. unload the bipod when you don't always need it. when my arm starts to fatigue from...

10 years ago
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RE: Plat Opinion

Rich, by putting your plat up there and asking for comments, you've demonstrated that your pursuit of excellence is greater than your need for self ag...

10 years ago
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RE: How to set orientation/leveling with three points on a leica total station

which controller software are you using? if it is smatworx or viva, look at setup, then free station. you can make a free station from two or more poi...

10 years ago
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RE: How NAD are your NAD83 Coordinates?

gschrock, post: 348946, member: 556 wrote: Hello Conrad, Of course we would much rather never have to deal with velocity, but our state is on the edge...

10 years ago
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RE: GPS vs. GPS & Conventional Combined Adjustment

No need for exasperation either, my friend. Discussion. We can (hopefully) agree on a few commonly accepted principles: 1 no measurement is perfect or...

10 years ago
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RE: GPS vs. GPS & Conventional Combined Adjustment

Kent McMillan, post: 348376, member: 3 wrote: I'm sorry, but if you consider a network with as much redundancy as exists in the one I posted as "minim...

10 years ago
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RE: GPS vs. GPS & Conventional Combined Adjustment

Mark Mayer, post: 348330, member: 424 wrote: Kent is mainly concerned the relative precision of his project control. If he were more concerned about n...

10 years ago
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RE: GPS vs. GPS & Conventional Combined Adjustment

Good morning, Kent. Prior to writing any new techniques concerning combined adjustments, consider the following: The technique of starting with a free...

10 years ago
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RE: GPS vs. GPS & Conventional Combined Adjustment

Kent McMillan, post: 347821, member: 3 wrote: This may be contrary to what the engineers at the DOT are telling you, but static surveying can be done ...

10 years ago
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RE: Leica Geoid12A executable

the zip file is in the pipeline. keep me up to date

10 years ago
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