B.B.S OF COLUMN (Column Reinforcement Details)

In this video we learn that how to prepare bbs of column(column reinforcement details). such as cutting lengths of longitudinal bars and calculation of number of lateral ties(rings) required.
To watch more videos on:
1. Cutting length of stirrup
• How to calculate cutti...
2. BBS of beam.
• B.B.S (Bar Bending Sch...
3. BBS of Two-way slab
• BBS (Bar Bending Sched...
Thank you
Civil Solution

[@junaidahmed7620]

Bhot achi awaz me bataye hi vidio koi shor shraba nhi ek dam calm down se. Best.

[@m.dominicxavier2791]

BBS. OF COL. RE ENFORCEMENT DETAILS EXPLAINED WITH NEAT SKETCH. VERY NICE. THANK-YOU SO MUCH.KEEP IT UP.

[@shekharkhanal5482]

Your videos are so easy to grab and learn...and you explain from the beginning with so much clarity.. Thanks from Nepal.

[@jst2123]

Superb Explanation. Thanks a lot. I mean it.

[@basagoudapatil244]

Completely understood.Thanks a lot brother

[@fatehalamvlogs4963]

Bhai jaan gajab samjhayaa aapne kasam se maja aa gya sir

[@kiranade3798]

Thank u sirji for such usefull knowledge...

[@pavankumarreddy5594]

Brilliant sir very neat and clean explanation keep it up

[@pritamdebbarmavlogs8910]

Very very helpful video..thank u so much u explanation is so good and clear.

[@jisoostolemywatermelon1]

Thank you Soo much sir for solving this in a very understandable manner I was confused and stuck during bbs This video really helps me Thanks you Soo much

[@CivilSolution]

Welcome bro

[@raffiehydermirza1803]

Excellent bhai. U deserved the best KZbin channel for civil engineering stream

[@CivilSolution]

thank you Raffie

[@MsBaari]

really thanks for u.. suprbbbbbb explanation

[@SunnyYadav-nu1do]

This video is very important for us.

[@bolemnanaji7231]

Explanation is awesome thank you sir

[@sksaniulhoda9389]

Sir u r really Great.... So simple concepts ,easy to understand. Best of luck for more videos ....m It is very easy to understand the concept that given by u. It might be common but I really like and able u get the knowledge. Thank u very much

[@CivilSolution]

Thank you SK Saniul

[@parkgimmy4225]

I'm in base rn and we've not been taught in much detail. So, it'd be nice if u upload an introductory video of all the components of reinforcements .

[@jaishivaji8553]

Sir tq so much it is so easy to understand your videos

[@vijayprakash1462]

Thank you sir 🔥

[@jiteshnimse]

Bohot accha video hai👍👍 Thanks😊

[@SHUBHAMGUPTAjaimahakal]

well explanation with proper concept. thank u sir. its very helpful video for every civil engineers. so nice of u sir.

[@CivilSolution]

Thank you bro

[@tahseenjaved192]

Kiya ye bilkul thek hai

[@nehajavanjal2851]

Very nice n helpful videos.m estimating for a company n d videos help me alot. Plz make video of bbs for staircase, retaining wall, overhead tank, shear wall, cantilever beams, 1way n 2way slab

[@rahamniaz2570]

GREAT EFFORTS SIR

[@ranaajay4697]

Thank you for

[@aejazahmed7594]

Excellent bro

[@phyohtetkoko929]

Thanks For Teaching Sir

[@pinkyrattanbuana8109]

sir its very useful for us

[@AbdulMoiz-jh5td]

Sir I need Dawel lenght sizes in beam/Slabs

[@maxraj6630]

Firstly i would like to say thanks for the excellent video. I have a doubt, can you please help me out. While calculating length of longitudinal bar, why you did not consider 90 degrees bend deductions (near development length)?

[@SujeetKumarMehta-kk7kw]

Over all.......👌👌👌👌

[@chegensangma1623]

Wonderful sir

[@santupattasani1310]

Tq so much

[@indeclinable26]

Your video lectures are really very helpful brother. Thanks a lot .

[@purnimastyle]

Really nice👍👍👍

[@azharshaikh744]

Tanx bro

[@gurdeepsandhu9664]

Thanks for your videos, sir pls tell me one thing when we calculate structural load and assemble to designing software to our structural design, after that all, how to know how much bars should provide in columns, beams, slabs.????? pls help me

[@santanutripathy4109]

Can I deduct 135' bend that value is 3d in lateral ties cutting length calculation.

[@truelines2925]

thanks sir

[@nafeeskiyani2559]

Bhot a6a bhai

[@Arfiraza]

135 degree bend ke liye 12D hota hai ..but ans kuch bhi ho lekin process acha hai ..nice 👍

[@Abc-wb2kk]

Sir minimum hook and bend allowance is 75 mm so in above sum do we need to add hook and bend value to check the minimum criteria or both value should be 75 differently .

[@dadwalhoney1374]

Very nice 👍

[@sarthakmohapatra3738]

Excellent video. thnx a lot.

[@CivilSolution]

thank you

[@RajKumar-qd3zk]

Thanks g

[@mr.engineer3843]

Superb

[@trueloveneverdies...8433]

Thanks a lot sir i hereby request to you pls make a video on quantity of 30*40 plot with calculations

[@hasanbokra]

Elevation drawing reading and working procedure btaye! Thanx for all your great video

[@beutifullcreation2411]

Hy hope you will be fine all the vedio was very helpful and I had some confusion regarding bbs of coloumn but now its all clear but I just need to confirm 1 thing that how you putt 10 d in place of 135 deg ties hook

[@GopalSharma-jp3zh]

Excellent process of explain

[@CivilSolution]

Glad it was helpful!

[@girishrane4641]

Sir. We don't subtract for bend ? "2d"?

[@sahilbanyal1232]

Your bend deduction is different from other videos on youtube...can u plz answer why?

[@nogengurung3160]

Sir, can u upload a video mentioning every sizes of footing, beam, column n slab and also dia of steel reinforcement used for one story house, G+2,G+3,G+4,G+5 & G+6 buildings. For every storied

[@nogengurung3160]

or plez do suggest me some videos related to that

[@rds4143]

Supav sir ji

[@ziaurrahman4369]

Sir my question is that when we are adding the development length we ignore the bends. What is the reason

[@sufiyanahmadazhar4462]

Sir ismein overlap length bhi toh add hogi?

[@abhishekgarud7016]

Sir what is the difference between wall footing foundation and .. Isolated column footing plzz rply

[@SagarikadepartmentalStor-tk4ci]

Hum isme Ld ka jo slab mai jara hai 90degrees aur footing mai jara hai 90 degrees bend pr , unhe kyu account nhi krenge , longitudinal bars ki length mai .?

[@traveldiaries6121]

Hello Sir apke videos bahuth ache hai aur easy way me hai .... please aap thode calculations feet me bataye toh bahuth acha hogaa

[@knowledgetrack4263]

a=300-(2×40)-(2×4)=212mm b=300-(2×40)-(2×4)=212mm =2(212+212)+(2×10×8)-(3×2×8)-(2×3×8) =848+160-48-48=912mm or 0.912m 135degree bend=3d,90degree bend 2d used

[@afzalnawaz5849]

Exactly I was gonna ask

[@suhanakhatun5520]

@@afzalnawaz5849 tu v idhar hai,,,me ATIKUR hu vai

[@afzalnawaz5849]

Atikur college se

[@suhanakhatun5520]

@@afzalnawaz5849 hmm vai

[@Boxlover192]

Yes this is right

[@masoodiqbal690]

V nice

[@ruksanabano3755]

Sir plz tell why u not add above root level length in longitudinal bar which is ( 120-20= 100 mm) plz clarify

[@rajat_lohare]

It's 10d for 90° hook length

[@GirlyGodavari]

In this video you deduct the bend length for the longitudinal bar???

[@argenkarmacharya710]

why bend length for 90 degree i.e 2D is not subtracted during calculation for longitudinal bar?

[@immadhassan2242]

that is for lateral tie, for longitudinal bar it is 40d

[@Mokhalid326]

@@immadhassan2242 40d is Ld. But he is not minus Bend deduction in main reinforcement which is bend at 90 Digree

[@mirzaaqueeb8893]

Dear sir, please make video of BBS of column of multi storey building .Thank you sir!

[@khondokerazizulhaque357]

Sir column ki height nikalne k time apne bend deduction 2d nehi kiye why?

[@azaharulhaque5272]

What is the no of bend in stirrups?

[@sayalirajput647]

Sir longitudinal length me slab Ka cover bhi add karana padega

[@rudratechpoint4060]

Bend length of column for 16mm ?

[@sushilsuryvanshi4270]

Upload the video of circular Cutting length

[@ginnimourya8508]

Sir, 20mm clear cover add q nhi hua Please rply me and sir Ld both side h so 2(Ld) q nhi hua??

[@kushagrasah7288]

20mm jo clear cover hai vo lenght Ld me include ho gaya hai. Aur Ld ek side pe hai bas top slab me. Neeche ki 300mm length humne add kr rakhi hai.

[@swapnilgaikwad7703]

Sir Mai apke har video ka fan bn Chuka sir BBS of stairs case ka video dalo or sir ek curtel beam ka BBS ka large decion ki drawing Wala video dalo plz sir

[@CivilSolution]

Ok

[@mowglishjoy]

Sir why you don't substract hook's 135°(3d) bend?

[@wondossenmekonnen2445]

Good evening. Engineer how are you. Can you gave or make programs about drowning section or how to read a sextion. Tank's in advance

[@hardikgoswami7698]

Good work

[@CivilSolution]

Thanks

[@UmeshGupta-xr8sk]

Please upload the BBS of 4 legged and 6 legged stirrups columns.

[@shariqhusain2744]

umda quality sir

[@CivilSolution]

Thank you

[@ziaurrahman4369]

When two hooks are provided then two more bends are there but you have not included that. What is the reason?

[@akhilendramishra7788]

Hello sir plz make a video of one way slab

[@sriharis2425]

Is thr no lintel...??? Answer me soon

[@harshsharma4640]

After diploma in civil engineering structural draughtsman ka career kesa h

[@krishnamacharikkumbhar6212]

Can you please do such video for transformer foundation

[@AmirKhan-sx8sn]

Sir please basic knowledge civil quality control.

[@djdsremix2789]

When we take longitudinal length of bar .... Why we ignore the top part leght I mean that 3m above height

[@jesusrout7542]

Plz describe BBS of pedestal

[@mdnakiullah4079]

but sir longitudinal bar k cutting length me hend deduction to kiye hi nhi

[@mdsabir7668]

Sir mujhe pier ka bbs janna h...plz...

[@TkShoaib]

Sir if the deduction for 90 degree bend is 2d than for 135 degree should be 3d. why did you take it 10d??

[@tusharkohli9555]

My concern is i m using 20 mm Tmt Bar of SAIL FE500D and Zindal Panther FE550D by mistaken after slab casting i found 6 out of 12 bars of Column Reinforcing Bars are just 550 mm left for overlaping and another 6 bars of 1100 mm this problem happens in stilt floor lenter and i m constructing stilt plus four floor kindly give me the solution Kindly Revert

[@user-zq6wr7wr3n]

go with welding as per is methodology

[@shubhamtaware5851]

Sir please...create video on cantilever slab...please sir..

[@abhinandandas4326]

Jo slab se andar 20 mm insert I mean slab cover , o add karna parega , bcz slab ki andar 40d lapping k pehele , o bar slab ki andar se slab ki cover tak 20 mm jayegi

[@0abhicool]

Total weight is in KG , make change in the BBS format it's written Kg/m

[@ABHISHEKTRIPATHI12]

Few corrections in the Video For 135° - bend is 3d Missed to add 20mm clear cover 2×90° bend deduction missing (1 in slab and 1 in footing) Am I right?

[@gaganvs776]

Sir you did not mention bend in longitudinal bar why?

[@shubhamdeore4854]

You didn't add length from slab bottom to middle of slab ?? i.e 120/2= 60mm

[@rajeshking7788]

Cover 60mm how it's come

[@alokranjan5389]

Isolated footing double jali BBS

[@chantianupoju1395]

In cutting length of ties I think 135° bends too deduct

[@gps_prats7027]

Sir Plz make a video on BBS in excel with format template

[@harishhs0370]

Sir also makes video for continues beam and column bbs

[@EngineeringEra1996]

Bhai ek baat bta... Tune bbs. Me 4 no. Li length.. Jbki length nikalte tym tune samne ki 2 length li thi to vha 5.51*2 hona tha????

[@ranjeetverma7107]

Lap length are not considered in that process...pl described in detail...