Checking level of slab and beam bottom using AUTO LEVEL | Slab Checking 

Wow..really informative with theoretical explanation

Very nicely explained.....Keep up the good work.

Best teaching technique sir... thank u so much😊

Awesome videos sir 👌

Really informative

Very helpful video than you sir

Informative⚡

Exceptional video sir. U r a life saver. Thnx

Best video clearly

sir. very thanks

Thanku sir 🙏🙏

thank you sooo much very informative lecture.

Thank u so much sir

Good sir

Very very important video sir thank you

niceee broo

The best video of levelling. Thanks a lot bhai. Make more videos and help us

Good👍

very informative sir, can u share the size of shear walls, beams and columns with number of reinforcement. So we can idea about sizes of members for 20 storied building.

Hero❤

Very nice explained Sir plz explain the first level is to be taken while excavation by TBM

But how you put staff from 105 lvl in column when shuttering is already done to check level to take RL.

Sr bbs sikha dijiye jisase ekdam easy way me building ke sare drawing reading aur construction work bhi

Bhai 10000000 likes ka option kash hota

Thanks

Super

Very informative video... carry on brother

Make a video on excavation of footings too with auto level with a drawing shown as example

Nice video

Thank you sir... Well explained, keep posting like this

Nice

Bro ek baar sankan area k baare bi bta dte....kynki sakan area k bich m kyi baar ek beam ata h to uska size nhi dia hota h....to uski side nikalne m thora confesse ho jate h....

Sir staff ko kaise read krte hai..us p v please 1 video banaye sir

Sir, I have small doubt plz clear me, as you mention your first slab level is 103.7m and u have transferred temporary RL on a column that is 105.20, as u said we can transfer it through the tape simply by adding 1.5 mts from 103.7 slab level we get 105.20, my doubt is if we are working with auto level plz correct if my calculation is wrong, either I have to do, keeping staff on slab level we get some value let us example I am taking here 2.00m staff reading then the calculation must be (103.7+2.00=105.7) then we have to see 2.00mts from the staff and mark the point 105.7 as temporary RL right sir plz correct me or I have to assume directly 105.20 and then subtracting with 103.7 the value which we get should be marked by auto level plz correct me, and sir my one more doubt is as u got RL of the line of sight is 108.20mts on top of slab from your last temporary RL, and after marking this point anywhere on top of the slab, and as u said by subtracting from slab bottom level we get 1.05 and we have cross check through auto level but one of my SR.engineer first he use take height of instrument that is for example from your reference point (108.20 + staff reading) - slab bottom level) the value which he gets he use to cross-check and from that he used to correct slab level, sir plz don't mind I am a fresher civil engineer so that's the reason I have asked my doubt, plz clear my doubts, overall the information u shared is helpful, thank you.

Sir auto level upper stidia se lower stidia ka distance kitna hoga?

Last is rl transfer then levelling

What should be casting level of coloum..It's ok if column casting level is above the bottom of beam shuttering.

slab casting ek din me pura nahi ho to dusare din banate samay kya care lene chahiye

Bhai aapne achche se Sam jhaye

Bring us the English version

Natural ground level ko 100rl liya hai kya sir...

COLOUMN ME JO RL FIX KIYA WO KAYSE KIYA?

Site p full detail m video bnao

Shuttering ke bad column se S1 slab ka RL kase lenge

Ya bhi bt do Beam ka bottom kitne per lagta hai yah kaise pata Karen plz reply dijiyega

جناب فٹ کے حساب سے کرو

You depicted a wrong method.The level marking on column can't be taken from the slab level of 103.7 meter. You have to transfer TBM using auto level. TBM should be accurately defined. In your case, can you guarantee that the slab is accurately poured at 103.7 meter ? Answer is NO. Slab pour may be tight or slack from the actual 103.7 meter, which will only lead to uneven transfer of 105.2 meter on every column and eventually would lead to uneven level of upper slab and beam bottom shuttering. TBM may have to be shifted from the bottom floor. For that we have to calculate H.I.= R.L.(known) + Staff reading(from auto level). Then, your desired 105.2 m or any reading to be marked on column can be taken using auto level as you will already know staff reading needed to achieve TBM of 105.2 meter. H.I. - 105.2 = Staff reading (to be marked on column using staff and auto level). And you haven't even used auto level, simply measuring tape. Dude, please don't teach the wrong method, you may as well land engineer's into serious trouble.