Bar Bending Schedule of Continuous Beam || Best Video of BBS Fresher must watch

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[@m.akalya6297]

Column c/c = 6000+6000 =12000 Column corner= 200+200 =400 so total length = 12400 lap length = 50d = 50*25 = 12400+1250 = 13650 - 50 (cover) = 13600 develop length (i mean L length ) = Ld ( 50*25) = 1250 = not consider the beam size bigger then L size so beam height 400 - (top & bottom cover + top steel dia) = 400 - (50+50+25) = 275 Total length = 13600+275 = 13875 This just for calculation steel full length 12.1M

[@wasimkhan8577]

Good bro

[@user-lx1uc1dk4b]

11111l q

[@srinivasan8076]

Deduction of bar dia will come 1.90°bend = 3 nos ( 3×2d)=6 nos. 2.135° bend = 2 nos. ( 2×3d) = 6 nos Total 12 nos of dia bar need to be deducted.Otherwise your explanation was too good compare with other video.Keep going, it will useful of upcoming generation. Thanks and regards. G.Srinivasan

[@abhishekmogavira8189]

Brother he is Calculating upto end As our TMT Bar Steel length is limited upto 12m I mean after 3rd column there is Cantilever Projection So Total Length will be (developmentlength in first column+(6000+6000)+ eff.length of cantilever projection)= 17150 or not I too don't know what was the projection given so he summed up all these . & took this Overall length and deduct the remaining Part of Lap length... 👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻

[@aravindm1969]

while calculating cutting length Already 200mm from column cross section is added with span of 6000mm So if we want to reduce cover in the sense we should do like 200-50 from remaining area of the span (200-50)+6000+1250 And it's not 16000 initially 200+6000+6000+200= 12400

[@warsiboy5220]

Right...

[@abhishekmogavira8189]

Mujhe mere Mathematics pe doubt hogya bhai tha thanks ❤️...✌️😂😂🤣🤣🤣

[@abhishekmogavira8189]

Brother he is Calculating upto end As our TMT Bar Steel length is limited upto 12m I mean after 3rd column there is Cantilever Projection So Total Length will be (developmentlength in first column+(6000+6000)+ eff.length of cantilever projection)= 17150 or not I too don't know what was the projection given so he summed up all these . & took this Overall length and deduct the remaining Part of Lap length... 👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻

[@AnilKumar-xf9ef]

Yes

[@satyakishorenanduri2583]

Thanks a lot for great explanation. By this freshers also can understand but they have to look in to this in a practical site workouts

[@shreyashthakare1397]

Sir, you are helping a lot for freshers like us. Your videos are very informative and easy to understand.

[@sdm994]

Total length of bar =12.4 m hai sir

[@YourdkOfficial]

Hmm yeh sahi hai

[@abhishekmogavira8189]

Brother he is Calculating upto end As our TMT Bar Steel length is limited upto 12m I mean after 3rd column there is Cantilever Projection So Total Length will be (developmentlength in first column+(6000+6000)+ eff.length of cantilever projection)= 17150 or not I too don't know what was the projection given so he summed up all these . & took this Overall length and deduct the remaining Part of Lap length... 👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻

[@josephneingaite4240]

Sir, I appreciate you that which you had uploaded video regarding BBS, at the same time in my opinion i want to let you know, if it possible can you provide us for the viewer through our link regarding BBS PDF file notes along with details drawing, if it possible the viewer concept will be clear definitely, if you could manage your time try to make another video BBS along with Pdf, i beg you earnestly. And also I want to let you know our previous video are little bit fast from one page to another pages, by somehow if it possible then try to make slow a little then before others day, in the days to come. Thanks

[@dulhapur]

Clear Height between plinth beam top and roof beam bottom-11 feets Zone-A-11/4=33 inches Zone-B-11*12-66=132 -66=66 inches There are 6 bars 16mm@4,12mm@2 At zone B top- 2 no of lappings At zone B middle(30 inch below top lapping points)-3 no of lapping At Zone B bottom (30 inch below middle lap point)-1 lapping Whether the above arrangement is allowble? Whether lintel tie beam can be provided any zone? What if lintel tie beam falls on zone-A top area?

[@er.mohinderpmamualiya7213]

Aap Ka video dekh Kar abb mujhey apney professor pe gussa aa raha hai. Aap ne itna vadhiya samjhaya hai ki abb yeh asaan lagney lgaa hai. Kash College mein aisey btayaa jaei! Why don't they take as much pain as they should. I will give you 10/10 Thanks for explaining everything in detail.

[@livingoodlife]

Sir ji, ap top aur botom bar ki length jab find kr rhe ho to (400-50) kyu kr rhe ho...apko (200-50) karna chahiye...kyunki clear span colomn ke centre se hai....please mujhe bataye...mai sahi hu ya galat.please

[@sumanthgajula4065]

Sir, 21:19 While subtracting the bend in the stirrup, you considered 5 x 90 degrees, but at the hook, the bend is 135 degrees right? So it should become (3 x 90 degrees + 2 x 135 degrees), which is (3 x 2d + 2 x 3d) = 12d, instead of (5 x 2d = 10d), right? Little clarification is required in this part, and yes, your work is helping me a lot. ❤❤

[@jaimememphis5003]

instablaster.

[@deepaknarula4483]

Hello sir Roof ke down beam( 12"×15") me agar 20 mm 8 ps( 4 up = 4 down) dalte hai to sides me bar dalne cahiye ?

[@srinivasan8076]

My dear sir as per total length of beam for main bar will come 12.4m.But you were metion 16.m.Can you explain how to calculate this 16 m length?

[@explorergyanguru9966]

Thanks a lot for making a video in BBS 🙏

[@civilsitevisit]

No worry brother I will make more 2-3 video on it soon

[@parbintharu5705]

thank you sir it is very helpfull.can you send more pdf file of structural drawing of beam for practice of B.B.S

[@user-ym7lz1dn6q]

Sir बहुत-बहुत धन्यवाद । Top extra bar और Top main bar का L का length बराबर 850 नही रख सकते क्योंकि Top extra bar में spesher pin आने से ये बडा हो जायगा ।

[@rinturaju8770]

I got cutting length 8.3m while quantity calculation time what I want to consider length 8.3m or 12m ?

[@manojmanojsahu4364]

Very Important Video of Fresher Civil Engineer Please See This concepet Is very Helpful thank you so much sir Good bless you

[@hansrajparmar9500]

Very important freshar sir right video our esehi video share karte raho tq so much Love you....

[@nissimgupta3040]

Best Explanation Sir 👌 👌.. But mujhe end extra support samajh nhi aaya agar drawing me bhi dikha dete to sanajh jata. Thank you Sir

[@montukanjariya5928]

Good civil site engineer keep it nice work by guys make one video for drainage cutting level as per DRG and mathology of work bathroom water proofing and drainage and plumbing pipes fittings in bathroom

[@civilsitevisit]

Ofcourse brother soon keep watching n keep loving

[@DipakKumar72]

(400-50)+6000+200?+3000+1000= ye jo 200mm hai column ka half hai lena jaruri hai jab adhi beam ki 3000 length le chuke hai to ??? Aur 16000+1000 =17000 kiye to use 16000 ki use kar rahe hai..

[@khanimtiaz8059]

perfect teacher.proud of you sir.

[@johnjohnson5394]

Wow sir wow fully cleared.. love u sir.

[@radheshyamgurjar7526]

Unique video. Unique content explanation. Mja aa gya👍👍🙏

[@karngariba9837]

Sir , I have been watching ur videos since 2018, took the online training u suggested n now I m an Govt Er. Can u please have a offline save option for your videos. It would help alot as i live in no netzone.

[@narenderpalnegi4077]

Development length is used to grip but lap is used to reduced tension. Is it right?

[@ChandanThakur]

9:07 1500-400-50 1500-450= 1050 And sir aapne 1500-350= 1150 Calculate mistake But very informative video 👍

[@civilsitevisit]

yes chandan calculation mistake

[@faisalazmi7065]

5:55 pe sir 16 metre kaese possible h wahan 200 mm ko aap 2000 mm add kr diye hain kya ??

[@satishkumar-gx9sd]

12400

[@kapiljindal9042]

200+6000+6000+200 = 12400 not 16000

[@harishjm9691]

12400....is correct

[@harshittandel4348]

M also thinking same,did mistake maybe

[@umeshrathod6228]

Thanks ...sir bahot knowledge milii..

[@mr.perfect_456]

Sir! Top ki sabhi bars ko ek hi jagah par lap kar skte he? Ya har bar ke liye alag alag karna hota he?

[@vastukala636]

Sir sayd length jo aapne add kiya hai main beam ka 200+6000+6000+200 wo aapne 16000 likha hua hai jbki wo 12400 aati hai .. to sir wo jara explain kr dijiye na ki 16000 kaise aayi. Thanks and regards

[@civilsitevisit]

Brother ...bo calculation meh mistake hai ... Baki procedure follow karo ...length yahi le lo

[@civilsitevisit]

Subscribe channel ....ni dekhte brother apke comments

[@NaveenKumar-nc6lw]

@@civilsitevisit IAM also confused

[@Avtr3]

Exactly

[@civilsitevisit]

follow ...procedure calculate yourself guys

[@AmirAli-zs3ro]

Sir boht helpful h ye bbs plz isi bbs ko excel m bnakr video bnaiye

[@Mohdasif-sp7em]

morning sir I hav a doubt pls clear me out, in bottom bar bbs u dedect the clear cover of column both side but u didnt do the same In top bar why?

[@gmiang6093]

nice. site images b lga diya krain sath main. understanding k liye.thanks sir

[@AmitKumar-tg9bt]

400-50 =350 +effective length kaise le sakte hai.. Job ki pahle se hi column ke clear span tk pahuch gye hai. Dekhiye sir development length k bad aap kya kiye hai.

[@sekudone]

I've been searching like you.

[@BhurendraRajpurohit]

10:12 minutes par jo calculation btao hai vo dubara check kre, 1500-400-50 = 1050,but aapne 1150 kese likha, jo calculation ki hai usme 1500-400-50= 1500-350= 1150 likh hai

[@wifichannel3736]

Super explanation... Very helpful

[@civilsitevisit]

Thanks brother keep watching

[@monalithakur2477]

@@civilsitevisit sir IS code me to 10db add Kiya hi nahi hai. Ye ld +10 db kaha se aaya formula

[@archanabarman3778]

I am not able to learn clearly

[@jatinbehera9522]

Tremendous Sir🙏

[@parkerpen4342]

Please make a video on shear reinforcement design for beam (singly and doubly), ductile detailing as per is-456, is-13920.

[@civilsitevisit]

Okea dnt worry soon keep watching n keep loving

[@subhampal6337]

@@civilsitevisit drowning red kar ne ko mil jaigi sir please help me Drawings red

[@subhampal6337]

@@civilsitevisit inform sir please call back me drowning red civil engineering diploma construction BBS sikhna hai sir

[@freshercivilengineer404]

Sir how can you find 16m beam length that is 12m- 400mm totally length

[@smileplease3600]

Bhai development lenght m colum kaise ghtaynge wo to plus hoga na syd ek baar bhai clear kroge

[@kirkenangu602]

Cuting length of stirrup 3 bent 90 degree and 2 bent 135 degree

[@er.vijendracivilwork7955]

Sir Mid extra bar me aapne continues column k both side aapne L1 distance s leke kyo calculate kiye hai. Jabki L1 and L2 lena chahiye tha

[@cricketupdate2427]

Sir Calculation mistake ho gyi Length is 13650mm

[@prataplakhe6836]

You are great sir thank you so much

[@anupravadatta298]

Keya pin top bar ke cut piece k liye bhi dena parega?

[@anissaifi3807]

Excellent sir very helpful

[@deepanjanpal6014]

Please continue guiding and inspiring us with lot more videos.

[@civilsitevisit]

Thanks brother keep watching

[@babalusanap3669]

@CivilSiteVisit sir aap ki koi app hai kya

[@shivrajassociates4446]

Sir Muze 1 confusion hey laping length 1250 liya hey lekin 1250x2 ayega kya? Kyu ki dono side se bar lap hoga

[@shubhamthakur7441]

Sir please make a video on how to design steel for slab according to load.... Ki load ke hisaab se hme kitna steel provide krna chahiye....kitna size rkhna chahiye slab ka

[@civilsitevisit]

Okay brother bnata hun don't worry

[@saurabhtuli260]

some calculations are wrong but the method is very informative thank you.

[@civilsitevisit]

yes starting addition

[@internetcraze899]

Sir your development length is 1150 but beam height is 500 how that's possible I tried this on our site their beam depth was 700.. plz reply sir

[@shamsheralirana3127]

Sir, footing column, beam slab wagera ki size or dimension kese find kare?? Agar hume koi new building banani ho?? Kya aap agla video iss topic par bana sakte ho ki kese size decide kare.

[@faiyazahmad5349]

Thanks sir .your video is very helpful

[@a.k8058]

Sir ye aapne bottom bar ka vagre nikala hai vo cutting length nikali kya ?

[@ESPORTSGAMING810]

Actual beam ke sath bhi bata de sir, puri tarah samjh ni aaya. Very nice explain.

[@apnugujrat5808]

Sir top reinforcement me 200 jo add kiya hai wo kha se add kiya ?

[@dcp582]

excellent 👌

[@chennareddyindla2349]

200+6000+6000+200 is 12400 mm. You have taken 16000 mm. Pl check column end to end is 12400 plus lap (1250-200) 1050 on each side. So total 12400 + 1050+1050 +lap is 15750 mm . You have taken 2000 mm instead of 200 mm .

[@civilwork9087]

Verry helf full video sir❤️

[@craftclick2907]

Sir tell the clear difference between development length and Anchorage length. Please.

[@nadeemsaiyed2186]

Both are same. No difference

[@panchalgirish807]

Superb ...👌 Thanque sir

[@civilsitevisit]

Thanks brother keep watching

[@FarhanKhan-fq4ee]

Sir thoda calculation cheak kar liya kijiye start me 16 m kaise ho gya 12m400 mmm hona chahiye tha

[@livingoodlife]

6000+(200-cover block)+lap length=6000 + (200-50)+(50*25)=7400mm Not 7600mm.

[@chennareddyindla2349]

200-25 =175 , mm you should take on both columns. Cover 25 mm.

[@arpitgupta2829]

Top bar @15:45 pr smjh nhi paa rha hu. And @21:30 5×2d kyu hua? 4 =90°corner h 2-45° ke h.

[@MohammadrahmatAli-wk1gs]

सर जो 100. 400 ka रिंग है उसमें कटिंग लेंथ 1100 मैं नहीं होगा उसकी कटिंग लेंथ 1200 आएगा ना सर आपने एक hok को छोड़ दिया है

[@civilsocialservice4930]

Sir please make a video in ms Excel for billing and how to show total bars in column beam and slab as well as stirrup and chair in ms Excel

[@amittailor5054]

Sir Minimum distance between lap in column,wall ,beam main &distribution bar me kitni lete h please iske bare me batao please

[@arunverma4210]

Thanks a lot sir maza aa gya

[@hmmsp]

Hello all this mathematics done by structural engineer right. I mean all details will be in structural plan. Or do you have to calculate on site per beam ?

[@civilsitevisit]

all on structural plan

[@keshariciviltech6719]

Kabhi bhi lap column ke andar ni hona chahiye but Jo apne bataya bottom ka lap...wo column ke andar ja rha h

[@gatluakgatdet8857]

Your videos are very helpful engineer, and would you please use English language so others who didn't speak your language can get understanding.

[@takeiteasesolutionchannel6956]

Very very interested bro.

[@rxranjan111]

Sir super video no doubt... but sir practicaly samjhate to jyda better hota...Aur aapne kafi jaldi-2 chizon ko explain kra hai to thodi si problem aa rhi samjhne main!

[@kshatriyalavraj5194]

Sir Intze water tank ka calculation sikhaye sir

[@gurmanmanu9288]

1d minus krege because 90 degree ka 1d hota hai

[@phyohtetkoko929]

Thanks For Teaching Sir

[@rakeshkumargiri4887]

Cover 25 minus hoga....ek side ka development length nikal aap

[@anujchauhan5694]

29feet open m kon s beam used krna h bar ka size kya

[@panchalgirish807]

Clear cover 50 que liya..? beam side =25mm, Top and bottom 40mm

[@bhaskarshahi7276]

Bhai bottom continuous bar ke drawing mei ek side 400-50 kiya hai usmei 200-50 hona chaiye mujhey lagraha hai nahi to lap lenth bhi double kiu nahi kiya

[@rajeshtaneja1689]

end extra calculated from centre of column and is provided from face of column, is it ok?

[@MR_BAWAAL]

Same question and also you put 1500+350 = 1650 , that should be 1850 , but i think it should be 1500+850=2350, let me know if i am right or wrong.

[@mohandas1889]

You are saying mistakes in the case of clear cover. Clear for column is 25, not 50.

[@noobraji9583]

Good knowledgeable vedio .thanks. but still not getting interview calls 😪

[@mannuharit]

Thank you so much sir

[@NaveenKumar-nc6lw]

Cutting length of main bottom bar Firsty calculate clear span length = Effective length- 200- 200 = 6000-200-200 = 5600 Clear span length = 5600 When we calculate cutting length of main bottom bar( left side from lap) = ( Ld+ 10db)+( clear span length)+(column length) +(lap length 50d)-(bend) = 1500+5600+400+1250-50 = 10700 Right side from lab ( Clear span + Ld + 10db) =5600+1500 = 7100

[@pravinyadav6328]

K

[@livingoodlife]

Are bhai...cover block se apko kya koi matlab ni hai😂

[@hashmisyedsalman7101]

Sir apne kaha tha... Development length 50D huga.... But yaha is video me development length ka formula alag hi hai.. Aaisa kyu?

[@dipakmandal409]

Columns bareme ak video banaye sir (BBS)

[@sourabnogaja8104]

Sir strip calculation k time top m 4 bar kaise aaye jabki hamare pass only 3 continuous bars h top m

[@yogendrasinghparihar7217]

bhai drawing provide kra do saari a3 format me

[@anubhavtyagi7655]

Also prepare a video on drawing reading

[@user-sj6mw9jy9f]

Sir 50D har drawing men lagta hai Kiya

[@sachinraj9897]

Sir lap k liye 1500-400-50 =1050 hoga or aap 1150 kaise le liye ?????

[@anujkumarparmar8237]

layout plan video plese mi bro.

[@sapatesantosh0]

Sir, Me Question development lengths only Ld-2d

[@technicalinformationofcomputer]

Sir effective length lainay ke bad ap ne dobara column half length q add ki huvi h?? Please tell me

[@civilgayanyoutubers]

The Lap Zone of the Plinth Beam is Mid Span not Near to junction.