Bar Bending Schedule of Continuous Beam || Best Video of BBS Fresher must watch
Vložit
- čas přidán 4. 05. 2019
- 15 Mistake in House construction
• 15 Biggest Mistakes du...
15 Technical Term for civil Engineers
• 15 Technical Every civ...
Official Website Civil Site Visit
civilsitevisit.com
Daily New Job Links
civilsitevisit.com/recruitment/
WHATSAPP GROUP
chat.whatsapp.com/BVZb2995QXA...
chat.whatsapp.com/K83YQHVXxkd...
chat.whatsapp.com/BPoi8iLL9fZ...
( TELEGRAM GROUP FOR CIVIL ENGINEERS )
t.me/joinchat/i84Oy3K0wqgzMjU1
t.me/joinchat/zwE9MYXIdgY5OWY1
( TELEGRAM GROUP FOR JOB UPDTAE )
t.me/joinchat/AzzpD2BS3qhmZjZl
( OUR OTHER CZcams CHANNEL )
1. For Job Update
/ @civilsitevisitjobsupd...
2. For Business Idea
/ @businesskaadda12
3.Civil Engineer Sharma Ji ( Basic of civil Engineering )
/ @civilsitengineer
4.Pareeksha ( Job & Exam Preparation )
/ @civilengineerintervie...
10 Most watched Video of ( CIVIL SITE VISIT )
1. Tile or marble Flooring
• मार्बल लगाये या टाइल |...
2.How to decrease construction cost of House
• घर बनाते समय इन 5 बातो...
3.Construction Cost of 1000 Sqft House
• Construction cost of 1...
4.Parapet Wall Cheap & Best Design
• Parapet wall two Best ...
5.Wall Dampness Treatment
• Wall Dampness Treatmen...
6.Marble or Tile Flooring
• Marble or Tile ? which...
7.Cracks in wall repair
• घर की दीवारों में क्रे...
8.Mistake in House Construction
• घर बनाते समय इन 8 बातो...
9.1000 sqft House Material Quantity
• 1000 sqft का घर बनाने ...
10.ACC Block Vs Red Brick
• 1000 sqft का घर बनाने ...
CONTACT DETAILS
✔Email Id for Business Enquiry - rs140565@gmail.com
✔Twitter: VisitCivil?s=09
✔Facebook Page: / 100041543491213
✔ LinkedIn: / rahul-sharma-66324a215
✔Instagram: / civil_site_visit
✔Tumblr: / civilsitevisit
For Business Enquiry
7006672812 (Note :- Only WhatsApp )
Disclaimer - This video is for educational purpose only. Copyright
Disclaimer Under Section 107 of the Copyright Act 1976, allowance is
made for "fair use" for purposes such as criticism, comment, news
reporting, teaching, scholarship, and research. Fair use is a use
permitted by copyright statute that might otherwise be infringing.
Non-profit, educational or personal use tips the balance in favor of
fair use .
#civilengineeringbasic #Practicaltraining #siteengineerTips - Věda a technologie
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
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
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
Sir, you are helping a lot for freshers like us.
Your videos are very informative and easy to understand.
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.
perfect teacher.proud of you sir.
Unique video. Unique content explanation.
Mja aa gya👍👍🙏
Thanks a lot for making a video in BBS 🙏
No worry brother
I will make more 2-3 video on it soon
Thanks ...sir bahot knowledge milii..
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
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... 👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻
Very Important Video of Fresher Civil Engineer Please See This concepet Is very Helpful thank you so much sir Good bless you
Tremendous Sir🙏
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
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
I've been searching like you.
Thanks sir .your video is very helpful
Excellent sir very helpful
You are great sir thank you so much
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... 👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻👍🏻
Verry helf full video sir❤️
Superb ...👌
Thanque sir
Thanks brother keep watching
Thanks a lot sir maza aa gya
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.
Very very interested bro.
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
Thanks For Teaching Sir
Best Explanation Sir 👌 👌.. But mujhe end extra support samajh nhi aaya agar drawing me bhi dikha dete to sanajh jata. Thank you Sir
excellent 👌
nice. site images b lga diya krain sath main. understanding k liye.thanks sir
thank you sir it is very helpfull.can you send more pdf file of structural drawing of beam for practice of B.B.S
Sir boht helpful h ye bbs plz isi bbs ko excel m bnakr video bnaiye
Please continue guiding and inspiring us with lot more videos.
Thanks brother keep watching
@CivilSiteVisit sir aap ki koi app hai kya
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?
Very helpeful
Excellent
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.
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.
Thank you so much sir
Nice explanation
Thanx a Lot ..............
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
9:07 1500-400-50
1500-450= 1050
And sir aapne
1500-350= 1150
Calculate mistake
But very informative video 👍
yes chandan calculation mistake
I proud of you
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 ।
Good👍👍👍
nice one 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
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
K
Are bhai...cover block se apko kya koi matlab ni hai😂
Thank you sir
(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..
Nice information
Development length is used to grip but lap is used to reduced tension. Is it right?
Good knowledgeable vedio .thanks. but still not getting interview calls 😪
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?
Very important topic sir good explanation 👍
Your videos are very helpful engineer, and would you please use English language so others who didn't speak your language can get understanding.
Super
some calculations are wrong but the method is very informative thank you.
yes starting addition
Actual beam ke sath bhi bata de sir, puri tarah samjh ni aaya. Very nice explain.
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
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
Also prepare a video on drawing reading
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
Sir tell the clear difference between development length and Anchorage length. Please.
Both are same. No difference
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
Cuting length of stirrup 3 bent 90 degree and 2 bent 135 degree
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 .
I got cutting length 8.3m while quantity calculation time what I want to consider length 8.3m or 12m ?
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.
Total length of bar=12.4 m sir...btw nice video
Sir Calculation mistake ho gyi
Length is 13650mm
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!
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
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.
Good sir
Sir! Top ki sabhi bars ko ek hi jagah par lap kar skte he? Ya har bar ke liye alag alag karna hota he?
1d minus krege because 90 degree ka 1d hota hai
Sir Intze water tank ka calculation sikhaye sir
Love you baro
Thanks brother keep watching n keep loving
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 ?
Sir itna bda blunder kaese kr skte hain aap addition me 5:50 pe (200+6000+6000+200)
=12400
Aap ka answer aa rha h 16000 how is it possible sir ???? Puri calculation wrong ...
Shi baat 12400 aara ye toh
@@abhishekpanwar1253 aese to watt lg jayegi yrrr materials ki ... itni khrab calculation koi kaese kr skta h is level per ???
Only see the procedure
He is trying to learn us the method of BBS not calculation.
So focus on method .
Galat calculation Kiya hain
Mistake hui hai.. correct it
Sir how can you find 16m beam length that is 12m- 400mm totally length
Columns bareme ak video banaye sir (BBS)
Please upload General notes drawing or Typical structure detailing Drawing....
bhai drawing provide kra do saari a3 format me
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?
layout plan video plese mi bro.
good
You are saying mistakes in the case of clear cover. Clear for column is 25, not 50.
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.
Bhai development lenght m colum kaise ghtaynge wo to plus hoga na syd ek baar bhai clear kroge
Keya pin top bar ke cut piece k liye bhi dena parega?
Sir ye aapne bottom bar ka vagre nikala hai vo cutting length nikali kya ?
Sir thoda calculation cheak kar liya kijiye start me 16 m kaise ho gya 12m400 mmm hona chahiye tha
Kabhi bhi lap column ke andar ni hona chahiye but Jo apne bataya bottom ka lap...wo column ke andar ja rha h
Sir
Minimum distance between lap in column,wall ,beam main &distribution bar me kitni lete h please iske bare me batao please
The Lap Zone of the Plinth Beam is Mid Span not Near to junction.
Development lengths may aap ldx10d.........?