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dgspillman@gmail.com
Click to view contentHow do I get my traverse to close in on itself?  I have a traverse that was ran from 2 - 20 - 21 - 22 - 23 - 1, and then on 1 closed in on 2.  However when i go to adjust traverse, it will not close back into 1.   In the preview results I get "Traverse configuration error The end station position and end foresight point are unknown."
Dzevad Krdzalic
Hello   I have three recommendations for TBC: 1. Old Trimble software Trimble Total Control has an option for automatic adjustment of independent vectors. I think that it should be implemented also in TBC 2. It would also useful to compare same vectors from different sessions. 3. Computing classical 7p parameters is also standard option of…
Kim Aubrey Franco
You created a surface out of points and then you will create a solid model by "pulling" or "extruding" (in SketchUp) down to an elevation. Not project because the output should be a model.   Thanks
Matt McLean
Click to view contentHello fellow TBC'ers, welcome back to another TBC Tip of the Week! In this weeks nugget of usefulness, I'll go over making layers unselectable.    Do you have data you would like to see but not interact with? I can think of a few recent instances where I have! TBC has an excellent system in place for managing this. Read on for more!   Data… (Show more)
Riley Smith
Click to view contentHello Everyone,   This group was formed as a general public forum for all things Trimble Business Center (TBC).  Some of the the information you can find here is: How can I....? - FAQ and other user questions Why TBC? - Detailed videos on new features and how to improve your surveying workflows What's new? - Information on the most current TBC… (Show more)
in Trimble Business Center Group
Oswaldo Garcia
Is there a way to save (.vce) files in BC 5.0 maintaning compatibility with older versions of BC??... e.g. like Autodesk software does.    Thanks in advance for your help.
Ross McAtamney
We have been dealing with point clouds a lot recently, both terrestrial and aerial, and once concern we are constantly hitting is the lengthy process it currently takes to extract relevant information from point clouds, such as points and linework. While there is extended functionality coming to automatically extract linework from point clouds in… (Show more)
Matt McLean
Click to view contentAre you a big fan of the Google Earth export in TBC? I sure am! It's handy for quickly sharing project data with clients in a digestible form. Did you know TBC has it's own background imagery? This is great for screenshots, deliverables, and—most notably—verifying that field data is in the correct coordinate system and things are (at least) close… (Show more)
asilvah@gmail.com
Guys, I think that I found a major problem with total station network adjustment.   Why is not possible to perform 2D and 1D adjustment (not 3D adjustment) with total station measureaments?   3D adjustment: slope distances + vertical angles + horizontal angles 2D adjustment: horizontal distances + horizontal angles 1D adjustment: height… (Show more)
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