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

I really needed this man, thank you so much

definitely helped!! thanks so much Enock!!

Greetings from Senegal 🇸🇳 I was curious about traverse method, it’s getting clear. Thanks

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 .

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...

Am so blessed to meet u share with me your widest platform, so l can learn leveling also

This is a well-constructed video. Thank you!

Great lesson, thank you Mr.Enock

Great video now I understand it much better than from reading it out if a book.

@enock3648

6 жыл бұрын

I appreciate it.

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

This is very helpful. Thanks a lot!!

Helped me, Thanks ;)

Thankyou very much sir for your gift of explaining this clearly and simple. Much appreciation to you.

this great enock ,simple yet well understood

this is marvelous. the explanation is very clear. kindly complete the error distribution

great video thanks!

Thanks a lot that's helped me a lot

wow thanks very much for sharing awesome!

Am very grateful with your explanation for this lecture sir

What was the reason for not adjusting station B’s angle?

thanks for the great explanation...

Appreciated Mr. Enock Nigeria

This was really helpful

Greeting from HK, it's really clearly explained !

super helpful... i owe u one

thanks bro 💚

Thanks so much. It is very helpful.

this is good but i still dont understand how D was rounded off without adding a minute to 36 minutes

thanks very much this videos help me so much ...

why you put -18.01 at change in north instead of -18.02?

guys there is a mistake in 6:08 it should be 04" not -04" (positive not negative).

@glorykabundi991

5 жыл бұрын

yes a slight mistake but don't care

How you make angle D 07 instead of 72? According to me 72-60 is 12

A lot of respect sir🙏

" you have to kaycurate for the value of..."LOL!!!!

great

you explained it better than my prof, thank you Sir!

@flamesgames8275

3 ай бұрын

Your Prof liked your comment😂

good

इनोक 1 नंबर भाऊ नाद खुळा

Where is the part 2?

greetings from Cameron I don't know how to punch degree, minutes and seconds in a calculator

Thnk u sir this was more useful to my assaignment ...im in sri lanka university of peradeniya

@enock3648

5 жыл бұрын

am humbled

thank so mush

how they did this stuff in the 1930s? without calculators

Clear and precise

very good sir

Nyc work

Your calculated value of WCB of EA, 50d 36' 52", is incorrect. The correct value of WCB of EA= 50d 32' 52".

@enock3648

6 жыл бұрын

Thanks for noting. I really appreciate it.

hey keep going

Thank you

❤

Thanx so much

Thanks sir

enok u strong ohh

every body say baba bbaabbaa

WRONG!!! YOUR CORRECTION FOR ANGLE D IS INCORRECT. 73-37-12 IS THE CORRECT ADJUSTMENT . . .

@arkrealtorcaseygarretthearn

6 жыл бұрын

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.

@flipfast420

4 жыл бұрын

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!

Angle on diagram D and angle on table D is not matching

Hi how can I get hold of you

@enock3648

Жыл бұрын

Through email esilumbu@gmail.com

What is azimuth

@lefentseboitshwareloseofel6914

5 жыл бұрын

bearing

good

❤

Thank you