BBS of Beam Reinforcement - Basic & Technical Points for Calculation
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- Опубліковано 6 вер 2024
- Dear Friends
In this video i have explained the basic and technical points for preparation / calculation of beam reinforcement details OR BBS - bar bending schedule of beam.
BBS of Beam Reinforcement
Beam Reinforcement BBS
Beam Extra Bar Length Calculations
Beam Top Extra Bar Length Calculation
Beam Bottom Extra Bar Calculations
Beam Extra Bar Calculation
How to Calculate L length of beam reinforcement bars
bar bending schedule of beam
#FactualCivilEngineering
I hope this video help you to understand the basic concept of beams reinforcement calculations, please comment if you have any query.
Thank you so much brother.
Do more videos on BBS columns, footing, slab.
DefinitelyI I will share my friends.
Your all video's are helped me lot in technical wise.
Thank you brother.👍👏
Sahi kaha bh
Which do you mentioned in live session 3 days ago for QS & billing.tell me Author name & book name please.
Sir, pls make videos on bbs of slab & footing
zabardast explanation Amit ji, thanks
Advanced and very very sound knowledge
Each and every things
You explained very details and shortly also and with proof also
Really you are great
Great Efforts Sir......👌
Please make such more videos from basics for different Structural Members.
tell me some
Very good video and explanations, keep it up sir
Very good explaination...
Bhai bht saare points clear ho gye
Thankyou sir, ap se bahut help mili hai
Very very good.
superb, very nice
Many things for learning
Thanks for this videos
Sir continuous beam ka bbs detail me bataiye.mere site pe general dwg me bottom extra l.H.s se 0.1 center se diya gaya hai or R.h.s se column center se 0.15 hai.for continuous beam
Ha bhai centre to centre Yehi concept ha na pura confused hogya
Good one
You are really making a difference through your videos.
Keep spreading practical knowledge.
God bless you.
Thanks
Brilliant video sir best description thank you sir
Thank you for your tutorial my friend ! Please spake next time in english !
Little bit mistakes in calculations, but concept is totally clear
Excellent
Brother , some mistake - Extra top cutting length 2.3-0.25=2.15 but it happened 2.05 , Top main also mistake . Your teaching try appreciated , carry-on . 👏💐👍
Yes it is
Thanks a lot
Wow good
Thank you sir, your explanation is awesome.
'yaani ki ' you are the best sir,regards.
Very very thanks sir
Zabardadt
Amazing..... perfectly explained... 🙏
Thanks guru ji...
Thank you so much brother.
Do more videos on BBS columns, footing, slab.
DefinitelyI I will share my friends.
Your all video's are helped me lot in technical wise.
Thank you brother.👍👏
Explanation is superb...but small doubt on bend length in bottom main bar &how much minimum bend should be provide in beam y bkz beam depth varies....
Superb explanation brother...love💪 from tamilnadu
Best vedio sir
Kindly, next vedio on slab BBS...
Quality
Waiting for next video on how to incorporate these things in Excel.
Plz try to explain using a drawing having 4-5 beams.
Thanks to give us proper knowledge with is code
Your all vidoes are good
Narayan Bless You
You've earned a subscriber... Thank you dear for such a detail lecture.
Agar Ld given nahi hota to phir, 90 degree hook ke leye ham 6D add kar sakte hain?
Aur is beam ke bottom mai bars 2 rows mai hai.. Is ke leye koi spacer bars/pin bars calculate be karne honga? Just asking because we have bars in 2 different level over each other which need to be seperate from each other.
What is the position of top & bottom mains respective to both beams
1) Primary & Secondary Beams
2) Both beams are primary and rested over same columns but one is continuous and second is simply supported perpendicular to continuing one
Hindi and English
Civil engineering knowledge
ua-cam.com/video/KLiXUoL-0Zk/v-deo.html
Giving good knowledge sir
Good
Sir, thanks for valuable video making, but I request to you , Please show chart clearly....🙏🙏 It is not Clear see on mobile screen
Excellent video sir. thnx a lot.
Sir M ur daily viewer ... please make on video On Report for Inspection in Construction industry pls sir
You are great I salute sir
Good lecture thank you
Please upload some videos related planning management
Could you please upload a video on BBS of the slab.
Thanks sir
I m looking for this calculation, thank u so much sir
Nice Explaination Bro. The top extra 16 dia bar length is 2.3m including development length. The Bar shape will be 2050mm and 250mm. not 2150mm.
Super sir
👍👏👏👏👏,
Please make video on Structural steel analysis.
Sir please make a video on BBS for footing
Thank u sir for this video
make a video fr splicing if beams
Thanxxx sir
zabardast
I have one question... if the effective span of continues beam are different then what would be the length of top extra bar will it be 0.3 of effective length... ??? and which effictive length since we have different span...
Sir agr beam ki depth 300mm ho and Ld calculate krne k baad L ki length 450mm aa rhi ho to konsa thumb rule use karenge
Mostly ye hota hai ki agr 300 ki depth ho beam ki to 16 20 ya 25 mm ki steel dalenge hi nai....16 mm ki steel dalte hai to minimum 400 se 450 mm beam ki depth hogi aur ish beam ko rest karane k liye 450 se 600 mm ka column hoga
Phir v jo aap keh rahe agr waisa case aa jaye to 300 minimum L lena padega
Im learning a lot of things from you thank you very much sir.
How much tolerance of bored piles
Sir bbs of slab v
detail video on mivan shuttering
Sir make one video for wastage materials calculation for steel tiles and concrete sir
In case of continuous beam..... What will be happened.. . 1.beam size is not same & dia of bar is not same... Please sir
If RHS top extra r/f is continue in next beam then how to take cutting length
Thank you
Bhai app foundation , slab ka BBS pe video bano please
sir small doubt in bottom main bar calculation.
c/c distance is 6000mm
column size 600 * 600mm so 6000-half of the column * 2 sides
= 6000-(300+300)
=6000-600
= 5400mm--------1
25 *50 = 1250mm
reduce the cover on one side ie -50mm
so 1250-50= 1200mm
1200mm* 2 sides
= 2400mm-------------2
now adding 1 & 2 we get 2400+5400=7800mm/7.8m i get
how you got 8.0 m ?
pls clarify
Sir, beams/column me hum Stirrups ki cutting length ya main bar k legs me jo "L" provide krte hain to usme bend length ko deduct krna hai ya add?? Please clear the doubt
Nice video but facts and figures not visible from white board. Please improve legibility
Sir bottom extra ke liye .15L Mai L jo hai clear lenge ki effective. ???
For 20 feet span 6 no's of 16mm rod used for g+2 resident house..Do I need to add more rods..This is for 20x14 feet single room .other room has 15x14feet..pls reply
Dear Sir
Can we provide Spacer bar in between two layer of main bar and extra bar.
Sir bottom extra ka kya hai if in drawing its given 49d for tension and for compression is 39d
make more videos related to bbs sir
Sir kya hum log center line drawing use karte for effective span calculate karne ke liye ?
Sir development length column face se shuru hota hai naa ?
kindly subtract cover on both sides
Sir please you tube main ek video banaye estimate and costing de kar.
Sir we always deduct 2d at 90 degree bend but I have seen a chart where I found formula of u shape bar i.e {a+b+c-6d} which clearly shows that we have deducted 3d 3d for 90 degree bend please clarify
It will be better if this lectures is translated into English.
KINDLY SHARE EXCEL SHEET STANDARD FOR BBS
Please share your mail id
sir yeh extra reinforcement o.25l aur o.15l. yeh sab IS code ke according hain ??
Raft foundation me main or distribution bar kon site Hoti hai
Gernarly short span Ko main bar consider karte hai
Sir please explain bbs for drain.no video available on this
Sir why pedestal is provided above footing..
Hello sir,
Agar column junction pe dia change ho rha ho top & bottom mai bar ka to lap se connect krenge yeah L provide krenge pl. Clear kar do
Sir, column beam junction par column m kya lateral ties rahegi..
Plz reply
Yes bhai rahti hai
Sir Beam depth 600mm h to bottom steel ka L 750mm h to ye kaise dlega
Sir continuous beam bbs
Sir is code ke according table no 5 ke according chalo to general note ki koi required nahi hai
Concept is ok but you calculate all from center of column to center of column whereas beam length is from face of column to face of column
Sir please make video on dog legged staircase reinforcement details.
Hindi and English
Civil engineering knowledge
ua-cam.com/video/KLiXUoL-0Zk/v-deo.html
Slab ka bbs banao sir plz
Sir developing length =ld+10d krthe he
Top extra bar 0.25*clear span
Raft ka bbs kaise nikalnge plz
0.25 comes from where please guide me
Continuous beam ka Full BBS batao sir
Dome k BBs per video bnanin sir please
Sir continuous bars hai 7.5mtr,7.0mtr, 7.0 mtr ka top extra bars kaise calculate karenge .total length of continuous is 21.5mtr
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