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
Am so blessed to meet u share with me your widest platform, so l can learn leveling also
podrias realizar la compensacion por el metodo de minimos cuadrados? son interesante tus videos como para aprender.
I really needed this man, thank you so much
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 .
Smart teacher you really forced me to go buy mbs and confirm if really subscribed ur videos thank you❤
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 very grateful with your explanation for this lecture sir
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...
definitely helped!! thanks so much Enock!!
Where is the part 2?
this great enock ,simple yet well understood
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.
How you make angle D 07 instead of 72?
According to me 72-60 is 12
What was the reason for not adjusting station B’s angle?
why you put -18.01 at change in north instead of -18.02?
This is a well-constructed video. Thank you!
Great video now I understand it much better than from reading it out if a book.
this is marvelous. the explanation is very clear. kindly complete the error distribution
Thnk u sir this was more useful to my assaignment ...im in sri lanka university of peradeniya
" you have to kaycurate for the value of..."LOL!!!!
This is very helpful. Thanks a lot!!
Nyc work
Great lesson, thank you Mr.Enock
this is good but i still dont understand how D was rounded off without adding a minute to 36 minutes
Appreciated Mr. Enock Nigeria
how they did this stuff in the 1930s? without calculators
Clear and precise
guys there is a mistake in 6:08 it should be 04" not -04" (positive not negative).
Thanks so much. It is very helpful.
thanks very much this videos help me so much ...
greetings from Cameron I don't know how to punch degree, minutes and seconds in a calculator
Thanx so much
Thanks a lot that's helped me a lot
Wow! Thankyou
Thank you
Your calculated value of WCB of EA, 50d 36' 52", is incorrect. The correct value of WCB of EA= 50d 32' 52".
thanks for the great explanation...
This was really helpful
इनोक 1 नंबर भाऊ नाद खुळा
wow thanks very much for sharing awesome!
❤
good
super helpful... i owe u one
great
very good sir
A lot of respect sir🙏
hey keep going
Helped me, Thanks ;)
great video thanks!
Thanks sir
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!
thanks bro 💚
Angle on diagram D and angle on table D is not matching
thank so mush
every body say baba bbaabbaa
🇲🇼♥️
enok u strong ohh
Thank you
❤
good
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.