Maybe I'm not feeding in the provisionals correctly, not sure.
I gave TGO the final coordinate and backsight azimuth from Star*Net but it still just can't do it correctly. But this survey is fine, it's just a problem of computing it correctly. The only time it fails is if I don't give it provisionals where it needs them or I forget to change the SSs to Ms on the traverse observations.
TRIMBLE BUSINESS CENTER FORUM SOFTWARE
To view Tekla offering, software solutions and pricing, visit Tekla software solutions overview. For more information, see the Trimble Connect site or read about Trimble Connect in the Tekla website. On this page, you can find links to videos, documentation and troubleshooting resources. In fact, you can feed garbage into Star*Net and it will give an answer, a terrible answer but it'll do it. Tekla User Assistance for Trimble Connect.
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Star*Net can handle this no problem, give it a free coordinate on the first setup on the road and a free azimuth (from my pocket compass-it's a degree off) and Star*Net can put it together. I try to adjust and after 100 iterations it can't converge. For older versions of TBC please contact your local Authorized Distribution Network. Local Trimble Support is available through our Authorized Distribution Network. 2388 may have a larger cleaning area than the 23 but the 23 wont compare to. Community forum to ask questions from Trimble and other users Support. This is also the software that I use to process the collection of my survey grade ground control points. I have access to Trimble Business Center (TBC) Software which is capable of processing aerial survey data that has been acquired by any Trimble UAV. I can get it to plot everything by giving it an "enabled-as check only" coordinate on the road and a grid azimuth on the first backsight but it's not happy, it has big coordinate differences at the GPS points which has to do with the rotation at the last GPS control point a lot of turns ago. agtalk combine forum Gleaner A76 capacity. I am using an Iris+ and a Canon sx260 camera to fly survey mapping missions. Then I do various other traverses in there and tie things together as I can with GPS baselines. Then I go back and traverse a third of a mile westerly from the starting point. Say I start on a road (not a GPS control point) and traverse a third of a mile easterly. We get GPS baselines in where we can or close it conventionally, whatever it takes. What we do is a lot of Forest traversing with weird looking networks. A fire station topo and boundary would look like that but not a big Forest boundary survey. We don't do nice neat and tidy Office Building ALTAs where you start on a GPS control point, backsight another GPS control point and traverse around a little with plenty of GPS sprinkled in.