Bar Bending Schedule of Continuous Beam || Best Video of BBS Fresher must watch
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- Опубліковано 4 тра 2019
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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
Good bro
11111l q
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
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
Sir, you are helping a lot for freshers like us.
Your videos are very informative and easy to understand.
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
Right...
Mujhe mere Mathematics pe doubt hogya bhai tha thanks ❤️...✌️😂😂🤣🤣🤣
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... 👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻
Yes
Unique video. Unique content explanation.
Mja aa gya👍👍🙏
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
Thanks ...sir bahot knowledge milii..
perfect teacher.proud of you sir.
Very important freshar sir right video our esehi video share karte raho tq so much
Love you....
Wow sir wow fully cleared.. love u sir.
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... 👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻
Thanks a lot for making a video in BBS 🙏
No worry brother
I will make more 2-3 video on it soon
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. ❤❤
instablaster.
Thanks a lot sir maza aa gya
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?
Total length of bar =12.4 m hai sir
Hmm yeh sahi hai
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... 👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻
Tremendous Sir🙏
Very Important Video of Fresher Civil Engineer Please See This concepet Is very Helpful thank you so much sir Good bless you
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 ?
Thanks sir .your video is very helpful
Excellent sir very helpful
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
Brother ...bo calculation meh mistake hai ... Baki procedure follow karo ...length yahi le lo
Subscribe channel ....ni dekhte brother apke comments
@@civilsitevisit
IAM also confused
Exactly
follow ...procedure calculate yourself guys
Super explanation... Very helpful
Thanks brother keep watching
@@civilsitevisit sir IS code me to 10db add Kiya hi nahi hai. Ye ld +10 db kaha se aaya formula
I am not able to learn clearly
nice. site images b lga diya krain sath main. understanding k liye.thanks sir
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
Ofcourse brother soon keep watching n keep loving
You are great sir thank you so much
Best Explanation Sir 👌 👌.. But mujhe end extra support samajh nhi aaya agar drawing me bhi dikha dete to sanajh jata. Thank you Sir
5:55 pe sir 16 metre kaese possible h wahan 200 mm ko aap 2000 mm add kr diye hain kya ??
12400
200+6000+6000+200 = 12400 not 16000
12400....is correct
M also thinking same,did mistake maybe
excellent 👌
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
Verry helf full video sir❤️
I've been searching like you.
Sir boht helpful h ye bbs plz isi bbs ko excel m bnakr video bnaiye
thank you sir it is very helpfull.can you send more pdf file of structural drawing of beam for practice of B.B.S
I got cutting length 8.3m while quantity calculation time what I want to consider length 8.3m or 12m ?
Very helpeful
Superb ...👌
Thanque sir
Thanks brother keep watching
Please continue guiding and inspiring us with lot more videos.
Thanks brother keep watching
@CivilSiteVisit sir aap ki koi app hai kya
Very very interested bro.
Thanx a Lot ..............
Thanks For Teaching Sir
9:07 1500-400-50
1500-450= 1050
And sir aapne
1500-350= 1150
Calculate mistake
But very informative video 👍
yes chandan calculation mistake
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?
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.
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 ।
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?
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.
(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..
Thank you so much sir
Bhai development lenght m colum kaise ghtaynge wo to plus hoga na syd ek baar bhai clear kroge
Sir! Top ki sabhi bars ko ek hi jagah par lap kar skte he? Ya har bar ke liye alag alag karna hota he?
Sir ye aapne bottom bar ka vagre nikala hai vo cutting length nikali kya ?
Excellent
Thank you sir
Nice explanation
Sir how can you find 16m beam length that is 12m- 400mm totally length
Development length is used to grip but lap is used to reduced tension. Is it right?
Actual beam ke sath bhi bata de sir, puri tarah samjh ni aaya. Very nice explain.
Nice information
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
Okay brother bnata hun don't worry
Sir
Muze 1 confusion hey laping length 1250 liya hey lekin 1250x2 ayega kya? Kyu ki dono side se bar lap hoga
Please make a video on shear reinforcement design for beam (singly and doubly), ductile detailing as per is-456, is-13920.
Okea dnt worry soon keep watching n keep loving
@@civilsitevisit drowning red kar ne ko mil jaigi sir please help me Drawings red
@@civilsitevisit inform sir please call back me drowning red civil engineering diploma construction BBS sikhna hai sir
nice one sir
Sir top reinforcement me 200 jo add kiya hai wo kha se add kiya ?
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.
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
Sir 50D har drawing men lagta hai Kiya
Super
some calculations are wrong but the method is very informative thank you.
yes starting addition
Keya pin top bar ke cut piece k liye bhi dena parega?
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
Very important topic sir good explanation 👍
6000+(200-cover block)+lap length=6000 + (200-50)+(50*25)=7400mm
Not 7600mm.
200-25 =175 , mm you should take on both columns. Cover 25 mm.
Sir
Minimum distance between lap in column,wall ,beam main &distribution bar me kitni lete h please iske bare me batao please
Your videos are very helpful engineer, and would you please use English language so others who didn't speak your language can get understanding.
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
Sir Intze water tank ka calculation sikhaye sir
I proud of you
Good👍👍👍
Sir tell the clear difference between development length and Anchorage length. Please.
Both are same. No difference
layout plan video plese mi bro.
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.
Good knowledgeable vedio .thanks. but still not getting interview calls 😪
29feet open m kon s beam used krna h bar ka size kya
Also prepare a video on drawing reading
bhai drawing provide kra do saari a3 format me
Sir Calculation mistake ho gyi
Length is 13650mm
Columns bareme ak video banaye sir (BBS)
Sir goggles ka kayse length - karne
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!
Clear cover 50 que liya..?
beam
side =25mm, Top and bottom 40mm
Sir effective length lainay ke bad ap ne dobara column half length q add ki huvi h?? Please tell me
Drawing ka pdf v upload kro sir
Good sir
end extra calculated from centre of column and is provided from face of column, is it ok?
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.
good
sir top bar ma 200 kai hai please tell me
sir extra bar ma 350 kidr say aya hai ya to zara bata dy plzzzzzzz
Please upload General notes drawing or Typical structure detailing Drawing....