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.👍👏
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.
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.👍👏
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 . 👏💐👍
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
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
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
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 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
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
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
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
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...
Good one
You are really making a difference through your videos.
Keep spreading practical knowledge.
God bless you.
Thanks
Thankyou sir, ap se bahut help mili hai
Bhai bht saare points clear ho gye
Your all vidoes are good
Superb explanation brother...love💪 from tamilnadu
superb, very nice
Thank you sir, your explanation is awesome.
Brilliant video sir best description thank you sir
'yaani ki ' you are the best sir,regards.
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.
Amazing..... perfectly explained... 🙏
Very very good.
Good lecture thank you
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.👍👏
zabardast
Thanks to give us proper knowledge with is code
Giving good knowledge sir
Excellent video sir. thnx a lot.
Excellent
Zabardadt
You are great I salute sir
Many things for learning
I m looking for this calculation, thank u so much sir
Sir M ur daily viewer ... please make on video On Report for Inspection in Construction industry pls sir
Wow good
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
👍👏👏👏👏,
Please make video on Structural steel analysis.
Thanks guru ji...
Thank you for your tutorial my friend ! Please spake next time in english !
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....
Very very thanks sir
Kindly, next vedio on slab BBS...
Quality
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.
Im learning a lot of things from you thank you very much sir.
How much tolerance of bored piles
Please upload some videos related planning management
Slope footing (BBS ke liye) top mesh ki cutting length kaise nikale ? (Inclined portion). Video banaye
Best vedio sir
Could you please upload a video on BBS of the slab.
Thank u sir for this video
Thanks a lot
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
Sir please make a video on BBS for footing
Waiting for next video on how to incorporate these things in Excel.
Plz try to explain using a drawing having 4-5 beams.
Good
Little bit mistakes in calculations, but concept is totally clear
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
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 ?
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 bottom extra ka kya hai if in drawing its given 49d for tension and for compression is 39d
sir yeh extra reinforcement o.25l aur o.15l. yeh sab IS code ke according hain ??
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...
If RHS top extra r/f is continue in next beam then how to take cutting length
Sir please explain bbs for drain.no video available on this
Raft foundation me main or distribution bar kon site Hoti hai
Gernarly short span Ko main bar consider karte hai
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
Sir, thanks for valuable video making, but I request to you , Please show chart clearly....🙏🙏 It is not Clear see on mobile screen
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.
Sir is code ke according table no 5 ke according chalo to general note ki koi required nahi hai
Thanxxx sir
Narayan Bless You
make a video fr splicing if beams
detail video on mivan shuttering
Sir please you tube main ek video banaye estimate and costing de kar.
Sir why pedestal is provided above footing..
make more videos related to bbs sir
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
Sir make one video for wastage materials calculation for steel tiles and concrete sir
Super sir
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, column beam junction par column m kya lateral ties rahegi..
Plz reply
Yes bhai rahti hai
In case of continuous beam..... What will be happened.. . 1.beam size is not same & dia of bar is not same... Please sir
Bhai app foundation , slab ka BBS pe video bano please
Sir bbs of slab v
I can't join your channel trouble in payment option please look into it
Sir Beam depth 600mm h to bottom steel ka L 750mm h to ye kaise dlega
Raft ka bbs kaise nikalnge plz
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
th-cam.com/video/KLiXUoL-0Zk/w-d-xo.html
Sir developing length =ld+10d krthe he
Nice video but facts and figures not visible from white board. Please improve legibility
Thank you
Billing engineer k interview k question ka video banaiye
Thanks sir
0.25 comes from where please guide me
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
KINDLY SHARE EXCEL SHEET STANDARD FOR BBS
Please share your mail id
Continuous beam ka Full BBS batao sir
Dome k BBs per video bnanin sir please
Slab ka bbs banao sir plz
Sir humari L=450 Hai too or beam ka size 200*400 hai tab kaise" L" fit hoga
kindly subtract cover on both sides
It will be better if this lectures is translated into English.
Sir bottom bar bend itana nahi ho sakta kinwki D 600 bend 750hai to wo Bhium upar aajayegi
Is code 1200 k bahut sare part bacha hua hi uspe video banaiye