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Profile and cross sectional Levelling : Surveying Practical 

Civilthrill
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📐 Welcome to our comprehensive guide on Profile and Cross-Sectional Leveling in Surveying! 🌐
In this practical surveying tutorial, we'll take you through the essential concepts and techniques for creating accurate profiles and cross-sections of land, which are vital in various engineering and construction projects.

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9 сен 2024

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Комментарии : 17   
@Laxmi-of4tb
@Laxmi-of4tb 2 года назад
Useful class 🙏🏻 Thanks for this class sir❤👏🏻 nale lab exam aanu😒
@kyawsoenaing8378
@kyawsoenaing8378 11 месяцев назад
thank you sir from Thailand
@aryaab4712
@aryaab4712 3 года назад
Very useful video sir...am a let student...lab okke bayanagara speed lanu eduth poyath...pinne workshop class idayil vannappo ake okke koodi onnanaya pole ayi...innu lab exam anu survey😒
@sadikkilledar8484
@sadikkilledar8484 Год назад
Very informative video sir
@abdulmalikasif5912
@abdulmalikasif5912 2 года назад
Very Useful
@anilthilak6172
@anilthilak6172 2 года назад
Superb sir
@muhammadsualiheen5655
@muhammadsualiheen5655 3 года назад
Nice 🙂👍
@shibsankarpanja8813
@shibsankarpanja8813 2 года назад
Good
@eicanibrahim5081
@eicanibrahim5081 Год назад
Tnx da
@ManjuManju-cl3ts
@ManjuManju-cl3ts Год назад
Sir can u put a video on profile levelling for canal formation and plotting on graph for earthwork qty mailny ploting on graph such as initisl levels Nd final levels
@AsrafulIslam-sl2vg
@AsrafulIslam-sl2vg 3 года назад
Nice
@salukija2988
@salukija2988 2 года назад
Why the last readings is recorded to the FS?
@noorsaeed8827
@noorsaeed8827 3 года назад
How many calculation backside foresight and intersight please solution send me
@noorsaeed8827
@noorsaeed8827 3 года назад
Sar aap se gujarish hai ki yah Jo aapane backside interceptor for site key and key calculation vagaira kaise karni hai agar kisi bhai ko pata hai to break Karam mujhe jawab de
@maxychats3751
@maxychats3751 Год назад
Brok malayalathil paranja pore..
@vegidhusyanthprasad1333
@vegidhusyanthprasad1333 Год назад
Values are wrong
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