Setting out a Point Using Total Station | From Two Known Survey Stations | Calculations & Procedure

[@davidtensubam]

Best Explanation with an Animation made me clear the doubt... Perfect Sir.

[@oboteinnocent8550]

The best explanation ever

[@ziadabdeldayem6884]

Thanks.

[@mahmoodkarimy4602]

Thank you sir ! How about we set the total station setup on x and read A for station setup( using orientation with coordinates method) then using stake out for the point i instead of these calculations . Is there any difference or not

[@allanescol7657]

How about procedure of Stablishing 3d gcp of building using total station

[@ziadabdeldayem6884]

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[@davidtensubam]

Sir, If there is any solution for Traversing the Total Station without given any known points, then please we are waiting.

[@ziadabdeldayem6884]

You can apply the same calculation, but instead of using real coordinates, you can use assumed coordinates and WCB. for example, you can use E=1000m, N=1000m and WCB=0.

[@ziadabdeldayem6884]

Please watch Traverse Adjustment videos.

[@davidtensubam]

@@ziadabdeldayem6884 Sir, if we assumed like N=1000M, E=1000m in Stationing method, then How could we say that the fore sight points coordinates is correct or not ?

[@davidtensubam]

@@ziadabdeldayem6884 Sir, your videos inspired me a lot