Thank you very much your tutorials are very useful I'm from France bravo ...

@ziadabdeldayem6884

2 жыл бұрын

Thanks Schwana.

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

The best explanation ever

@ziadabdeldayem6884

2 жыл бұрын

Thanks.

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

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

@ziadabdeldayem6884

2 жыл бұрын

.

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

@ziadabdeldayem6884

2 жыл бұрын

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

2 жыл бұрын

Please watch Traverse Adjustment videos.

@davidtensubam

2 жыл бұрын

@@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

2 жыл бұрын

@@ziadabdeldayem6884 Sir, your videos inspired me a lot