im a new pipe ftter in iron ore wet plant construction thanks for this lesson now now i can easy find the module branch location of piping system and coordinates on the drawing. Thank you so much sir.
Great video. How do I establish point X on the ground? I see you're using point X as a reference for all calculations but I don't know how to set that point on the ground. Can you please explain how to do this.
thank you sir!!!!!!!really you have our problem silver!!!god bless you sir!!!!!!!!!!!!!!plz another time brief me about bridge setting out by any sokia or other survey instrument?
Why do you write ▲NXC3 in positive when calculating the QB ? And where the 78º41'24'' come from if 10/2 = 5 , so tan inverse of 5 = 1º22' 24'' I appreciate your reply !
Ok, excuse me ! I just realised that is indicated the ''absolutes values '' should be used when calcuating QB. However I still don't get where you arrive to 78º41'24''.
@@ziadabdeldayem6884 Yes, so on a sloping site we would need to correct the horizontal distance and use the slope distance when measuring from the theodolite to our peg in question
Hi Khalid, you can find the videos for the topics you mentioned on this channel. Tape and offset: ua-cam.com/video/ndMx_tcG798/v-deo.html Traverse: Part 1: ua-cam.com/video/bCwoonQgkIs/v-deo.html Part 2: ua-cam.com/video/gtv-1GjHqVE/v-deo.html Measuring angles: ua-cam.com/video/8HAz-DrC65k/v-deo.html
Hello and thanks for your question. Chain and offset (or Tape and offset) is explained in the video on this link: ua-cam.com/video/ndMx_tcG798/v-deo.html
Very Clear and Effective for Checking in the field while using Total Station.😂
Thanks
Very good video, I understood in 30 minutes video what in three hours classroom didn't.
Happy to hear that.
im a new pipe ftter in iron ore wet plant construction thanks for this lesson now
now i can easy find the module branch location of piping system and coordinates on the
drawing. Thank you so much sir.
Glad to hear that.
Great video. How do I establish point X on the ground? I see you're using point X as a reference for all calculations but I don't know how to set that point on the ground. Can you please explain how to do this.
Please watch the Resection Video for establishing x.
Can we use theodolite to setout the map on ground ? In where we use bearing and distance on the instrument ?
Yes, you can.
thank you sir!!!!!!!really you have our problem silver!!!god bless you sir!!!!!!!!!!!!!!plz another time brief me about bridge setting out by any sokia or other survey instrument?
Thanks.
Why do you write ▲NXC3 in positive when calculating the QB ?
And where the 78º41'24'' come from if 10/2 = 5 , so tan inverse of 5 = 1º22' 24''
I appreciate your reply !
Ok, excuse me ! I just realised that is indicated the ''absolutes values '' should be used when calcuating QB. However I still don't get where you arrive to 78º41'24''.
@@millivanilli4825 Inverse tan of 5 is 78º41'24''. Try it again, on your calculator you should have tan-1(5) = 78º41'24''.
Salam Ziad, does the land need to be levelled before we set out using the bearings and distances?
Hello. No, as the distances measured for setting out are horizontal not sloped.
@@ziadabdeldayem6884 Yes, so on a sloping site we would need to correct the horizontal distance and use the slope distance when measuring from the theodolite to our peg in question
Great vid can you show how to do azmith, how to use a tape measure properly and transverse please.
Hi Khalid, you can find the videos for the topics you mentioned on this channel.
Tape and offset: ua-cam.com/video/ndMx_tcG798/v-deo.html
Traverse:
Part 1: ua-cam.com/video/bCwoonQgkIs/v-deo.html
Part 2: ua-cam.com/video/gtv-1GjHqVE/v-deo.html
Measuring angles: ua-cam.com/video/8HAz-DrC65k/v-deo.html
what if i am to select the benchmark for setting the machine. how do i go about the distances
Watch this video, I hope it can help answering your question. ua-cam.com/video/y2plmMfRtaM/v-deo.html
Hi, Could you point out what the chains and the offsets are?
Hello and thanks for your question. Chain and offset (or Tape and offset) is explained in the video on this link: ua-cam.com/video/ndMx_tcG798/v-deo.html
@@ziadabdeldayem6884 Thank you so much! God bless you!
Good lesson keep up
Thanks.
Give us explanation ,use of total station instrument in detail
very good explanation if the same in the total station that will be finer to execute.🙏
How did you get the dimensions
From the plan.
Bravo 👏
Thanks.
How is x established, do you just place x anywhere on the site and then proceed
X is a control survey station that should be known on the plan and on the ground (nail). Regards
@@ziadabdeldayem6884 thanks for the clarification
thank
Thanks
Good jobs
Thanks
How did your tan inverse give you 11
Inverse tan of 2/10 is 11º18'36''. Try it, on your calculator you should have tan-1(2/10) = 11º18'36''.
Thank you very much I was able to get it and solve other questions using ur method
Good 🎉
Thanks
This is amazing information thank you sir 🫡🫡🫡
Thanks