BBS ( Bar Bending Schedule ) of Beam | Reinforcement Detail
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- Опубликовано: 29 авг 2020
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#civilengineeringbasic #Practicaltraining #siteengineerTips
Your way of teaching is awesome and civil engineering looks easy, cool and fun
Sir first time kisi ka kush smj aya shukriya sir is trha he smjata rho
Superb video sir.... kafi नॉलेज mila
Plz make more BBS video it is helpful❤️❤️
Very informative video .u r doing very good job .it will be very helpful to the fresher who is site engg .
About lapping I want share some things just for knowledge, if we provide lap either top or bottom suppose in top portion there's 5 nos of steel and at bottom 5 nos of steel and we give each and every steel we give lap at different places not thinking about tension and compression force, we give 1 steel at 1 MTR other @ 2 MTR and etc so each weather it's a tension zone or compression zone only 1 lap will be there in different zones like if we cut section no matter where we would take only one lap will be there is it a good method practically ?
Very informative. ❤️❤️❤️
Very good teaching and calkulation
Thank you so much best video
You've taken Ld as anchorage length although for end supports Ld+10d is recommended and achievable in this case. The cutting length, according to you, should be =50*25+13000+50*25=15500 mm.
The number of stirrups should be 130 as we place the first stirrup at 50 mm from the face of the support.
instablaster...
Thanks for sharing 😊💞
Amazing ❤️
Best video on BBS
Very good Explaination Sir ..
welcome brother keep watching
Excellent 👌
Than you sir please upload again more information about BBS
ofcourse brother soon keep watching
Thank you sir.
Tq bro nice explanation
This was better than last 30 min video...thanks !
Very good video.very good B.B.S.
Tnx bhai sahab 🙏🙏🙏👌👌👌
300kg for 10tons was right sir 300kg is 3% of 10000kg.....and thank you so much. u have explained it so well
Thank you
Thank you so much sir 💐💐
welcome keep watching
Very nice content
Thanks sir i m waiting for this video...
welcome brother
keep watching
Very good sir
Thank you sir 🙏👍
Thank u so much
Nice info sir❤️
Thanks sir
Sir building drawing me columns layout kaise kiyaa jaaye columns ke beech ki distance kaise nikaale
Great sir
Bhaijan lap length ka topic smajh nhi aya please phir se ek video banaya 🙏
Thank you sir
Also share BBS for Column, Footing & Slab..
Please share link of your old video BBS.
thanks sir
Thank you sir
Thank You so much sir for your given useful knowledge ❣️
welcome brother
keep watching
@@civilsitevisit sir i have dout in plan.. bt i cant explain here.. will u provied me ur email or whatsapl no.?
Thank a lot sir g♥️♥️
welcome brother keep watching
🥰👍lv u always thnx a bunch sr 👍🤗
Nice video sir jee ..........but lap samajh me nhi aaya.........
300 kg hi hai wastage 10 MT me
Excellent sir ji❤️❤️
devlopment lenth coloum se start hoti h...ya jha se bend hota h vha se start hoti h?
Beautiful sir👍
Thanks sir
Bahut accha video Rahul bro
Thank you Ae sahab
Kaese ho ap
koye interview do
ek kaese Ae ki tayari yah tips kuch baccho ko
Very nice
Thanks
Very nice ❤️❤️
Thanks
Sir Lap length kaise liye ho aapne beam me??
lapping zone me stirrup ka spacing kitna hoga
Waise sir smajh gaya agaya thanks sir
Sir side me video site ke sath BBS ko thora explain kr dete nug and stirep or compresion and tension ke sath
Thanku sir
sir apne btaya second bar m lap lenth 1.3xLd lete h but sir apne 7m + 1625 +1250 = 9875 aya or jb 13.72m mai se 9.87 minus kiya to 3845mm aya h apka 4.something kaise agya please tell me
Nice video
Thanks brother
sir lapping zone me number of stirrup increase karna prega na
Sir steel ki quantity kese nikal te he beam ki jb beam continues hota he ?
Any Excel Sheet for BBS?
Sir ye lapping k bare me detailing ek video banayiye
Sir apne bend deduction nahi liya?
Agr column ka size 400*400 and beam ka size 400*300 to jo ld h 900mm ka usko kaise adjust krenge practically possible nhi h
Absolutely right please verify sir
Ld 200 mm ka hota he
Lshape dena padega wahan
U need to work on ur basics bro it's tooo simple 2 adjust...
Ye column me adjust hoga
Kindly present this video with side location.
Sir please make videos regarding site engineer vacancy.
yes ofcourse brother
civilsitevisit.com
check here
Can't we take Step 2 as 13 + 1.25 + 1.25 ? And if not then why?
Torsion reinforcement site me dalte ho ki
Column was of 400mm×400mm but during the Cutting Length you substracted cover from 300-40-40=220mm...is it a mistake or kind of adjustment?
A
A
Sir mera 1 question hai.
Jaise aapne bataya top bars 6.72mtr aur 7.0mtr Lena hai. Hamara bars 12mtrs ka hota hai agar me 12mtr bars se 7 mtr cut karta hu to 5mtr wast ho gaya. Aur 12 mtr se 6.72mtr cut karta hu to 5.28 mtr steel wast ho gaya.mera kehna ye hai ke is tarah steel ka wastage bahut jayada bad jayega?
bahi cheez hai site meh hum direct lete hai but rule aese hote hai
Wast ni hoga 5mtr bachta h uska ring bna le
Please tell me the calculation of 7 m top bar
Crank length slab m kaha se hota h
4 ,5&6 Pile GROUP cap BBS WITH HOW MANY DISTRIBUTION BAR Y,Y AND X,X
Sir aap jo bend deduction ke liye 2d yaa 3d bend use kar rahe ho, to kya bend deduction ke liye iss formula bhi kar sakte ho kya? = (No. Of bend × 1.71 × dia. Of bar/1000) plz rply dijiye.
but shortcut hai
@@civilsitevisit sir konsa formula shotcut hai, mene jo bola toh??
I love you bro
Sir box culvert ka BBS banana bataiye
In case of top bar 13.72 devide by what?? The value is 7 m
sir, beam ka size kya h mention kr diijiye
Total cutting length me 400mm kaise deduct hua sir...??
Hi sir
Aap ek doubt hi aapne 400 x400 beam size liya hi Development length 50d ke hisaab 900 mm araha hi
To beam depth 400 hi baki 500 kaise adjustable hi
Supposed slab height 3m hi beam depth 400
3 - 0.4 = 2.6 ayega column
So please explain kijiye
Sir ..please make special COURSE for RCC Structural Building design....
Bhai ek jagah hai agar aap chahte ho toh mai recommend kar sakta hu, especially for RCC
@@BeingVikram16 konsi
@@vivekjaiswal4411 bro mail id send karo, mai unka RUclips channel ka naam batata hu, bahot genuine, senior, knowledgeable & experienced person hai woh Construction field mein, mai just recommend karunga unka channel tum unki playlist mein check karo courses regarding information, mujhe guarantee hai woh tumhe sahise guide karenge.....👍
@@vivekjaiswal4411 k👍
Sir..beam bbs krte samy colomn or rest hai to colomn ka konsa area lena chahiye widht or lenght
kya brother
Sir mera confusion is me ho raha ke beam ke bbs tayar krte samay colomn ka width ka area lena pdta hai ya length ka ,
Sir aapka wts number mil sakta hai kya
Sir excel sheet pe bbs banana sikhaiye, please
zarur bnaunga
Sir pls pin ke bare m detail se samjhayiyena
zarur brother .keep watching
2nd page 2nd step ch 1250mm is used. how??
Maja aagaya
Sir it is very rare than any house would have 13meter long beam, so your example is not very helpful for house building. Most house beam length are between 3 to 6 meter. if you can provide example for this range, it will be more interesting and helpful. thank you.
i always thought that the length of Rebar is originally 12 meter, so it is always longer than any beam provided in a house, then why is it still necessary to provide lapping? i just could not understand .
Thank u sir...👍
welcome keep watching
Sure sir.after watching ur channel I got some confidence inside myself.
Civil site visit sir would you like to upload a vdo of bbs of slab or bridge
Sir mujhe pin ke bare me nh pata kya aap mujhe koi picture vagerah send kar sakte hain
Lap dena jaruri he kya beam me
Sir where do you job
Sir Stirrup mi 2 (135°) ke angle hai
Or 3 (90°) ke
4 legged ka bhi bataye.
Bbs of column pls.
Sir is there any book on BBS available in market, I want to buy a specific book for BBS so that I can learn it... please help me
is codes
civilsitevisit.com
HOW MUCH BENDING OF ONE LABOUR OF PAR DAY
Lazawab
Good morning
very good morning
Thanks brother
Sir. Beam ki cutting length me 3d less kyo nahi kiya
❤️
सर elongation kuch ज़ियादा नी हो जाएगी bar की 100mm(10cm)
kya sir smja ni kya puscha
सर इसमें जो स्टीराप है आप बोल रहे है की जब इसमें बैंड देते है तो bar मे elongation होता है 5*2D का तो इस हिसाब से जो हमारी stirup है उसमे 100mm का elongation हुआ है तो मे यह पूछना चाह रहा हु की किया हमारी bar 100mm खींच (elongate )जाती है यही प्रशन है हमरा की 100mm तो बहुत होता है elongation
Sahi h saini sir 100mm elongation jyada lag rha h muje b
sir i'm bit confused about step1 and step2
at 6:10 , remaining length that is embedded in column is 900mm, however the depth of the beam is 400mm only , then how to provide that bar ,
Can we extend that bar beyond the depth of the beam ?
It is a very interesting question, i also want to know the answer.
Remaining length of the bars shall be embedded into the column
@@Balu1689 ok
Laping in centre and difine Laping distence