Shear key का BBS कैसे बनाते है | Steel estimation of shear key with the help of drawing and excel

[@ReinforceInstitute]

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[@vishaldhavan908]

This is the first video that I understand properly about shear key bar cutting length.... thank you boss

[@chennareddyindla2349]

Very very very good. Digital screen shows very nicely.

[@nahidrahaman562]

Very helpful sir

[@faisalfirdousi9802]

what a explanation sir Thanks sir shear excavation kaise krate hai

[@arshharshad2024]

Thank you sir for sharing your knowledge 👍👌 superb

[@chennareddyindla2349]

Very very good . You are having great knowledge. Don't shy for low likes. You are one of gem in Civil engineer. You are helping a great help to newly emerging and not known senior Engineer. Thank you, I have retired from a Civil construction engineer as Director Technical. If I had there I would have have asked the company to help monthly 25 or 50 thousands since you are serving the the Civil engineering fraternity a lot. Pl make bridge reinforcement completely with your digital computer, it is very good to see. Most them are on papers. Not good. Thank you,

[@shababimran]

Beautiful explanation sandeep bhai

[@mdshakirali9949]

You r doing such a great work sir. Many Many thanks to you sir for my Hearts❤. Bracket bar ka BBS kaise nikalte hain Us pe v ek video bna dijiye sir. And again Thank you so much. Love you Sandeep Sir.

[@PankajSharma-qc2bd]

very well explained

[@chintalasrinivasarao210]

very very thanks

[@shamilisainath]

Well explained...along with drawing explanation please show small site video construction/images of that component.

[@amirhasan4530]

Thnx sir

[@shababimran]

Sandeep bhai base jack,channel etc ko kaise adjust kerte hi taki slab ka soffit level a jaye

[@shababimran]

Ek aur question Sandeep bhai..shear key ko site per fix kese kerte hi according to drawing,means ye raft ke top bar k sath merge hoga???aur raft ka bottom bar shear key k sath kese adjust kerna padega?

[@akashchandel1697]

Sir cs1 ka leaping length kya liea ya 22.350 m ka he bar ues kiea

[@ang1994]

sir, i think top angle will be130° . sir ,please explain it.

[@tushardeshwal1102]

I think shear key will be laid down along the width of box. Means the length of shear key will be taken as the width of rcc box. Plz clear this doubt

[@sureshbiradar9031]

Pls girder stressing vedio ad

[@novoicetutor1479]

Shear key ka bottom reinforcement 150 nahi aaega Bhai .. 75 eak side jo plumb hai uska cover hoga but jo angle pe hai uska cover Kam aaega... 75/(cos45)-75 =31.06 And 300-75-31.066= 193.934 approx 194m aaegi...naki 150

[@SaeedKhan-vs4ke]

Concrete quantity nikalna btaye sir

[@maniramnishad8261]

2.000*2.000m.single cell box culvert ka bbs banaiye sir

[@amolpatil3517]

Yes sir.. Top angle is 135°

[@khatratala3526]

Agree

[@jitendrashah205]

Good.but what is 1:1 slop how ,1050 mm comes I can't understand sir.please explain again sir.

[@sayanhalder5609]

1:1 means ... 1 m horizontal nd 1 m vartical so... 1050 total height 1.200 - cover 75 mm

[@bharatlalbairwa6416]

Ololll