Land Surveyor Forum

Replies

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  Mounir Themri May 30, 2013 at 5:49am

  Setup your total station in front of the structure that you wont to check verticality (column, wall ...). choose an uniformed part shoot the Horizontal distance (direct reflectoress) at the top, and at the bottom the difference is the North-south tilt . for the est-west tilt just choose an uniformed part also target the top edge and go down, your helper past an horizontal rule graduated and red the difference between the edge and the vertical cross hairs.

  For each measurement you take the elevation (Z) so you can calculate the tilt of the total length in light of the tilt of a part length( ie: for a part 3 m high we have 5 mm tilt then for 5.5 m total length the tilt will 5.5*5/3=9.16 mm).
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    TOBY MUTAMBO > Mounir Themri June 3, 2013 at 7:00am

    That makes sense thanks I had also misunderstood the question
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      jazu > TOBY MUTAMBO July 3, 2013 at 7:16am

      thanks to mounir themri sir,

      it is very useful for me.......jazaakallah kaire sir

       
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  Mo Damery May 26, 2013 at 5:33pm

  first you should tell us what is your work then we will answer you
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  TOBY MUTAMBO May 17, 2013 at 7:45am

  Why not ensure your total station machine is properly setup and levelled, then target one of the edges of the structure, the way i see it a properly levelled structure should be in line with the vertical cross hairs ???? or am i oversimplifying things
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    jazu > TOBY MUTAMBO May 19, 2013 at 4:25am

    dear toby mutambo sir,

    thanks for your kind reply.

    but i would like to know how much i meen to say how measure the difference.

    how i can say this structure have to correct ------------------------mm.

    please tell me clearly.

    thanks once again.
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  Dileepkumar May 17, 2013 at 7:13am

  first u tell what kind of work u r doing...because answer is depend on type of your job.