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Am real finding challenges to understand the Bowditch method in survey?

Thanks man

Can see on the right side😢

I think it is 2.8359,sum of northings

Masha

Then final answer as 0.00145

In the first part finding the closing error i got 2.868 not 6.68

Thank you so much for sharing your knowledge Sir! Please do one for preparing a bearing sheet and another one on Bowditch Method with an opening and closing point please. With Regards!

great job brav

Izi views zote na ako na 450 subs mko na roho mbaya ajab

Thanks

Nice one mwalimu🎉

Please work on how you are placing the camera we can't see what you are writting

How to compute adjusted coordinates in an open traverses of say two open traverses given errors in northings and eastings in each traverese section

Can't see what you wrote on the right page12:11

Thanks I will make it

good work

good work

between wet and dry aggregates which one should have greater volume?

any tutorials in soil mechanics or hydraulics and please share your contacts

Amazing solution,,keep up on doing more example to us,,,your communication is well elaborate

Great job engineer

Kali io bro

Good job sir

keep it up. great work

wooow i was helped through your video

Do these questions also get tested in diploma in land survey

Good warkd my people

Can you assist me with joint calculations

wrong answer for chainage of T2

good job. the camera man did a very poor job

Good

great job sir

2:10

how to prepare a bearing sheet

Good job continue with it. May you do for open traverse

Good work engineers

I think for arc it should be R=1719/D While chord definition sinD/2=15/R

show us something on slop and deflection using macaulys method sir.

yiur video and even your question kindly is not clear

Awesome work

T2=t1+arc l or curve length question confusion teacher

Thank you mr

Great

Nice job my student

But thanks I have gain more knowledge on your plat form

Assist me to calculate this sir .A simple circula curve of 600 metre radius with deflecting angle of 24 degrees using method of deflection determine the deflecting angle using chord length of 30 metres the change of intersection point is 10+255m kindly I have a challenge with it

Kindly add more revision questions and solutions, am in need of them

Thanks

thank u