Greeting from the USA, Sir, your teaching is very clear and easy to follow and understand. Thumbs up to a great teacher and thank you for sharing this.
Thank you very much I was thinking about this information and stumbled on it, it's excellent before I went in the service, I studied Surveying and was wondering where my ,"Davis and foot "' book went. Thank you so very much. Now bookmarked for reference...
thank you so much sir Mr Enock for your good explanation , you have put me in the right track for survey i am expecting A+ soon , please upload more videos .
His adjustment will work, he just needs to change the bearing in the traverse, or change the number in the block for a match, other wise you get 2 solutions.It will work either way, but some may not catch the error.
the error makes a huge difference! He should have checked back with the AB Azimuth before moving on. He would have realized that her was 4 minutes off in his AE Azimuth! That is a huge difference!! The dep lat difference was +.04(dep) -.03(Lat) not +.19, -.2 respectively! When calculating the precision ration we should get 1/17,000, not 1/3000! 1/3000 is not an acceptable survey in any project, whereas 1/17000 is acceptable in most surveys!
Greeting from the USA, Sir, your teaching is very clear and easy to follow and understand. Thumbs up to a great teacher and thank you for sharing this.
You're a life saver!!! Simple and straightforward. Making hard stuff easy to understand
Greetings from Senegal 🇸🇳
I was curious about traverse method, it’s getting clear. Thanks
I really needed this man, thank you so much
thanks enock
i am understanding everything that i i didnt get during my diploma engineeering survey
thanks alot
you deserve 100 subscribers from me
Am so blessed to meet u share with me your widest platform, so l can learn leveling also
Thank you very much I was thinking about this information and stumbled on it, it's excellent before I went in the service, I studied Surveying and was wondering where my ,"Davis and foot "' book went. Thank you so very much. Now bookmarked for reference...
thank you so much sir Mr Enock for your good explanation , you have put me in the right track for survey i am expecting A+ soon , please upload more videos .
definitely helped!! thanks so much Enock!!
Smart teacher you really forced me to go buy mbs and confirm if really subscribed ur videos thank you❤
This is a well-constructed video. Thank you!
Thanks a lot that's helped me a lot
Great video now I understand it much better than from reading it out if a book.
I appreciate it.
Greeting from HK, it's really clearly explained !
Thankyou very much sir for your gift of explaining this clearly and simple. Much appreciation to you.
this is marvelous. the explanation is very clear. kindly complete the error distribution
Am very grateful with your explanation for this lecture sir
this great enock ,simple yet well understood
Appreciated Mr. Enock Nigeria
Thnk u sir this was more useful to my assaignment ...im in sri lanka university of peradeniya
am humbled
This is very helpful. Thanks a lot!!
" you have to kaycurate for the value of..."LOL!!!!
Great lesson, thank you Mr.Enock
thanks very much this videos help me so much ...
इनोक 1 नंबर भाऊ नाद खुळा
Wow! Thankyou
Helped me, Thanks ;)
you explained it better than my prof, thank you Sir!
Your Prof liked your comment😂
This was really helpful
Thanks so much. It is very helpful.
guys there is a mistake in 6:08 it should be 04" not -04" (positive not negative).
yes a slight mistake but don't care
great video thanks!
Clear and precise
A lot of respect sir🙏
Nyc work
hey keep going
Your calculated value of WCB of EA, 50d 36' 52", is incorrect. The correct value of WCB of EA= 50d 32' 52".
Thanks for noting. I really appreciate it.
What was the reason for not adjusting station B’s angle?
thanks for the great explanation...
How you make angle D 07 instead of 72?
According to me 72-60 is 12
wow thanks very much for sharing awesome!
why you put -18.01 at change in north instead of -18.02?
greetings from Cameron I don't know how to punch degree, minutes and seconds in a calculator
super helpful... i owe u one
this is good but i still dont understand how D was rounded off without adding a minute to 36 minutes
thanks bro 💚
very good sir
good
Where is the part 2?
❤
how they did this stuff in the 1930s? without calculators
great
Thank you
Thanx so much
WRONG!!! YOUR CORRECTION FOR ANGLE D IS INCORRECT. 73-37-12 IS THE CORRECT ADJUSTMENT . . .
His adjustment will work, he just needs to change the bearing in the traverse, or change the number in the block for a match, other wise you get 2 solutions.It will work either way, but some may not catch the error.
the error makes a huge difference! He should have checked back with the AB Azimuth before moving on. He would have realized that her was 4 minutes off in his AE Azimuth! That is a huge difference!! The dep lat difference was +.04(dep) -.03(Lat) not +.19, -.2 respectively! When calculating the precision ration we should get 1/17,000, not 1/3000! 1/3000 is not an acceptable survey in any project, whereas 1/17000 is acceptable in most surveys!
Hi how can I get hold of you
Through email esilumbu@gmail.com
Thanks sir
every body say baba bbaabbaa
thank so mush
enok u strong ohh
Angle on diagram D and angle on table D is not matching
What is azimuth
bearing
❤
good
Thank you