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rfc
@rfc
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Joined: July 4, 2014 11:48 am
Topics: 300 / Replies: 1601
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RE: Star*Net dongle help round two

ekillo, post: 369336, member: 773 wrote: I purchased a USB to parallel adaptor and found out that it is not recognized by the dongle and after doing s...

9 years ago
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RE: Lost section corner on sectional correction line

Bushwhacker, post: 368882, member: 10727 wrote: It is not a true single proportion as you have to account for it being on a curve. The distance is sin...

9 years ago
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RE: "Skewed" standard errors in Star*net?

Jim Frame, post: 369251, member: 10 wrote: If it were lopsided, the error wouldn't be random, it'd be systematic and therefore predictable. Survey me...

9 years ago
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RE: The Sun's not getting any warmer, so I must be...

Larry Scott, post: 369238, member: 8766 wrote: A twenty buck watch isn't a commitment til a much better (more $) timing tool is found. HP41 has a grea...

9 years ago
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Replies: 1
Views: 4
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RE: "Skewed" standard errors in Star*net?

Paul in PA, post: 369217, member: 236 wrote: How are you figuring the azimuth between the two marks? If you are using SPC coordinates have you account...

9 years ago
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RE: The Sun's not getting any warmer, so I must be...

Larry Scott, post: 369201, member: 8766 wrote: The time app he used is by Sequoia: Time Stamp. NTP, feedback loop. One-up-same as GPS, WWV. However, o...

9 years ago
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RE: Distance between two NGS marks in SurvCE

Spot on. Was coming up with my own conversion (feet to inches to meters).Add "SPC meter to survey feet /intl feet conversions" to my growing reading l...

9 years ago
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RE: Distance between two NGS marks in SurvCE

Adam, post: 369067, member: 8900 wrote: Scale equals one will use the distances from the gun with no scaling. So your total station measurements are g...

9 years ago
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RE: Distance between two NGS marks in SurvCE

Adam, post: 369054, member: 8900 wrote: are your total station numbers Grid or ground? In Survce under equip, localization, ts, you can select auto sc...

9 years ago
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Replies: 13
Views: 8
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RE: Erratic Mouse Cursor

imaudigger, post: 368746, member: 7286 wrote: Yes The IT guy logged in.Memory is good per diagnostic tests. Task manager doesn't show anything unusual...

9 years ago
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RE: Total Station Systematic Error Adjustment...Round Three

Larry Scott, post: 368922, member: 8766 wrote: A Harris:Does the averaging of D/R split, in this test, not confirm reasonable 1" performance H angle? ...

9 years ago
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RE: Total Station Systematic Error Adjustment...Round Three

A Harris, post: 368893, member: 81 wrote: I tried to search and find your original post with no result so I must ask What instrument are you using? T...

9 years ago
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RE: Need help importing SurvCE .rw5 through MicrosurveyCAD to Star*net

Royevrus, post: 368254, member: 9544 wrote: au contraire mon chiot - almost the same mixed breed of rw5the TDS.rw5 will import (total station data) su...

9 years ago
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RE: Star*net: How to "rem out" a portion of a line?

Kent McMillan, post: 368725, member: 3 wrote: Just change the weight assigned to the measurement to free. For example, if you want to free up the angl...

9 years ago
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RE: Star*net: How to "rem out" a portion of a line?

half bubble, post: 368719, member: 175 wrote: # is comment symbol, ' is the "use everything after this for the point label" symbol M 2-500-3102 65-55...

9 years ago
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RE: Star*net: How to "rem out" a portion of a line?

Ken Salzmann, post: 368715, member: 398 wrote: You can still use the # symbol to have it skip a line. You can mix an A or D line with the DV and M dat...

9 years ago
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