Feb 26, 2018 #1 Bubik Structural Joined Mar 15, 2016 Messages 103 Location SA Hi everyone Please help. Does anybody know how to check verticality of a steel column with total station as I have to check erection deflections. If so, anybody would be willing to take me trough the process?? Thank you.
Hi everyone Please help. Does anybody know how to check verticality of a steel column with total station as I have to check erection deflections. If so, anybody would be willing to take me trough the process?? Thank you.
Feb 26, 2018 #2 dik Structural Joined Apr 13, 2001 Messages 26,111 Location CA You should be able to put a target on the base and one up about 10' The readings will give you the tilt (deflections). Dik Upvote 0 Downvote
You should be able to put a target on the base and one up about 10' The readings will give you the tilt (deflections). Dik
Feb 26, 2018 Thread starter #3 Bubik Structural Joined Mar 15, 2016 Messages 103 Location SA you mean position the total station along the line of the deflection? Upvote 0 Downvote
Feb 26, 2018 #4 dik Structural Joined Apr 13, 2001 Messages 26,111 Location CA Your total station should be able to read the location of the targets with great precision and should record the relative positions. Dik Upvote 0 Downvote
Your total station should be able to read the location of the targets with great precision and should record the relative positions. Dik
Feb 26, 2018 Thread starter #5 Bubik Structural Joined Mar 15, 2016 Messages 103 Location SA thank you Upvote 0 Downvote
Feb 26, 2018 #6 dik Structural Joined Apr 13, 2001 Messages 26,111 Location CA You may refer to the targets as prisms, too. Dik Upvote 0 Downvote
Feb 26, 2018 Thread starter #7 Bubik Structural Joined Mar 15, 2016 Messages 103 Location SA Thanks again!! Upvote 0 Downvote