Cutting Length of Column | Footing to Plinth | Staggered bar in column | Non Typical

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Hello Friends,
I have explained in detail calculation of cutting length of column from footing to plinth level and adjusting staggered length of bar. Calculation of length of bars upto next floor and lap length of bar. I hope this video will be helpful to you.
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DOUBTS CLEARED:
How to calculate cutting length of column?
How to calculate staggered length of column bar?
How to calculate lap length of column?
How to provide bar in confinement zone?
#Column #CivilEngineering #BBS

Опубликовано:

13 сен 2020

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Комментарии : 88

@EverythingCivil 3 года назад

Hello friends this a reupload as I missed some parts. I believe showing correct and legit content is most important therefore I :have corrected and uploaded again for you guys. It is from 4:53 to 7:32. Thanks for watching. Love u all.

@kaakib8841 2 года назад

Sir Floor to floor height... Inner to inner distance lenge na?

@kaakib8841 2 года назад

Aapne plinth k top se slab ka top liya huwa hai

@azharnalbandh4029 2 года назад

@@kaakib8841 in to in floor to ceiling ho jayga, think about it

@anuragkhati4547 2 года назад

Sir if bars are of different dia then how do we adjust the cutting length

@vitthalpatil1974 Год назад

column size is 350mm*2750mm. 34 bars of 20mm dia are vertical bars . cover is 75mm. Stirups bars are of 8mm dia. Master ring is easy to calculate but i m having problems with link bars. So plz tell me how to calculate Cutting length of link bars in column. There are 3 rings in which 4 bars are set i.e 12 vertical bars are in 3 rings and 3 vertical bars are in one ring. Total 15 and Master ring includes 2 vertical bars . Total 17 and similarly 17 bars on others sides.

@hz8200 3 года назад

Thanks sir..ap sab Kuch practically samjhate hoo. Jo koi aur RU-vidrs Nahi batatae

@yasirzhari2523 3 года назад

Best channel for civil engineers

@user-uq5bd3wk6y 4 месяца назад

Thank you thank you you just cleared my doubt since 4 years

@rayansawant8288 3 года назад

Very usefull video for Civil Engineers!!!!

@sarthakmohapatra3738 3 года назад

Excellent video sir. All of ur videos r different from the rest of the RU-vid videos done by other people. Although there r tons of videos on finding out CL of column, but ur videos r always on the edge. Thnx

@EverythingCivil 3 года назад

Thank u so much Sarthak. This really means a lot. Keep supporting ❤️

@user-zs4jc9hk1o 10 месяцев назад

Perfectly explained❤

@pradeepkumaryadav3859 3 года назад

Great sir Crystal clear explanation sir. Learning can be there in 4 to 5 minutes video as others do , but urs is excellent sir , complete details u hv given sir Thanks u so much . Abhi aap shuttering pe video laye sir making se lekr checking takkk

@EverythingCivil 3 года назад

Column shuttering pe next video

@avdheshbhatt2290 Год назад

very very helpfull video sir

@deoraobankar8259 Месяц назад

Thanks i understand.

@pavush326 3 года назад

One of the top quality ...video with superb detailing ...🙏

@EverythingCivil 3 года назад

Thanks a ton

@khushalharne5232 3 года назад

First view Bhai 👌👌 Nice Information

@EverythingCivil 3 года назад

Thanks brother..keep supporting ❤️ U people are everything for me.

@modassariqbal306 3 года назад

Thnku so much sir!!

@EverythingCivil 3 года назад

Most welcome

@raviraj96k74 Год назад

51 d for 16mm bar =816

@vivekborse2790 3 года назад

51 x 16=816 mm

@NileshKumar-rv3bk Год назад

51d = 51*16= 816 mm hoga . Par apne 306 liya h. In case Mera development length Ld middle portion se jayad ho jayega to kya karenge . Jaise Floor height 3 m h Mera dia of bar 20 mm h aur Ld = 51*20 = 1020 mm then Mera overlapping support side me chala jayega . Is case me kya karenge

@dulhapur 2 года назад

For finding A zone and B zone in coloumn only two floor beams are considered,is not lintel tie beam required to be considered?

@souravbhandari7348 3 года назад

please make a video on multiple beams bbs

@aryaman4068 Год назад

Bend deduction???? One 90⁰ bend -2d?????

@user-lj2wx7rh7k 11 месяцев назад

Bro slab to slab distance ya beam k depth minus Krna hai ??

@nileshsonawane324 3 года назад

Shayad aap ki hi talash thi...bhai pls ek layout par details main ek video banao pls...

@EverythingCivil 3 года назад

Oh..kis chiz ka layout.

@armyofficermanishsharma5039 3 года назад

Happy Engineers day brother

@EverythingCivil 3 года назад

Happy Engineers day brother.🙌

@modassariqbal306 3 года назад

Sir agr hamra Design mix me OPC 53 cement use kiya gya but kya me PPC cement used kr sakta hu column concrete k liye OPC 53 ki jagej p....kya strength p column k kuch farak parta hai kya

@EverythingCivil 3 года назад

Nahi bilkul nahi. PPC cement me pozzolona material mix hota hai to uski strength OPC 53 se kam ayegi aur agar cement ki strength kam ayi to concrete ki bhi kam ayegi..agar ap chaho to design mix me flyash add kar sakte ho usse cement ka consumption kam ho jayega. PPC use karne se pehle uski strength check karo kitni aarahi hai agar opc53 jitni hai to it's ok..lekin yaad rakhna initial strength 70% bohot late ati hai PPC ki.

@hanumanthubellam6691 6 месяцев назад

How to take lap points

@anuragkhati4547 3 года назад

Sir 12mt steel ko provide kr saktey hai ek hi length m pura ??

@EverythingCivil 3 года назад

Haan agar apki puri cutting length lap wagera mila ke 12m ke andar arahi hai to kar sakte ho aap.

@anuragkhati4547 3 года назад

Thnx

@AjitSk21 Год назад

We have taken Tue beam at bout 5ft from footing and pn above of tie beam we have taken plinth bem of 5ft ... But due to improper planing at start we are getting lap joint between Tie bem and plinth beam .. is that allowed??

@nadeemsaiyed2186 2 года назад

Is 7 mt bar cutting length is allowable. As per rule it should be 4 mt only?

@EverythingCivil 2 года назад

Why not dear.

@deepakraja42 Год назад

Sir I had took 6 ft below ground for footing and 4,5,6 ft steel above the ground . Now I overlapped the steel on ground floor and also given joggle. Sir mujhe g+4 banana hain kyonki maine ground floor pe lapping diya hain toh isse farak toh nai padega na. My all pillar size is 9*18 . Baaki main aur strong karne ke liye lapping ko welding Kara du kya. Pls answer sir

@homeplan3532 Год назад

Sir mere column ke sariye plinth beem se 3.6 & 4feet height hai to mujhe ab lapping ke liye ab sariye ke cutting height rakhni chahiye

@Kumar-kf3cg 2 года назад

Pleased provide bridge pile bbs

@amitkumarsah9435 3 года назад

isnt that bent up portion is called staggered portion or staggered and lapped portion mean the same？

@EverythingCivil 3 года назад

Yes but staggered lapping means not all the lap should come at same levels.

@faizmalik3187 2 года назад

Gokani consultant I m also working on gokani r. C. C. Drawing

@AshishKumar-mv8dm 3 месяца назад

51d= 51x16= 816mm how did you consider 306mm

@ron4928 3 года назад

So there are 5 staggered and 5 non staggered bar in column

@anuragkhati4547 3 года назад

Sir BBS site par hi calculate krna pdta hai kya ??

@EverythingCivil 3 года назад

Haa VFC drawing ane ke bad banta hai kaam shuru karne se pehle. Fitter ko cutting length dena padta hai cutting bending ke liye.

@anuragkhati4547 3 года назад

Bada project ho to usme kaise site p ho paeyga itni calculation ??

@EverythingCivil 3 года назад

Badi site hogi to unka ek alag dept hoga billing ya QS with special staff who are experienced in this. Usually contractor is responsible for making the BBbs and client certifies it.

@anuragkhati4547 3 года назад

Ohk thanx a lot sir

@shabeebali9742 3 года назад

Can you send the PDF file

@themimic-chetanubale1603 Год назад

Slab thickness kyo nahi pakada

@soumenghosh6743 3 года назад

306 nehi 816 hoga

@EverythingCivil 3 года назад

At what time stamp?

@soumenghosh6743 3 года назад

51*16=816 mm

@soumenghosh6743 3 года назад

@@EverythingCivil 51*16=816 mm

@EverythingCivil 3 года назад

Yes error hogaya waha..but imp ye hai ke waha lap length lena hai...jo har kisi project me alag hota hai thoda thoda.

@ashwins1485 2 года назад

51*16=816

@sarojchhotray8287 Год назад

51*16=306???

@themimic-chetanubale1603 Год назад

😂

@pranayalte4193 3 года назад

51d= 16×51=816 then how you got 306?

@EverythingCivil 3 года назад

It was calculation error. Hope u understand. 😁

@shabeebali9742 3 года назад

Ld is incorrect , 51d , 51*16 =816mm= 81 cm

@EverythingCivil 3 года назад

Yes it was small error in calculating.

@mrjdtechcorner5783 2 года назад

Calculations me error he

@cricketreview9037 Год назад

Only 2 zone

@ROXY-zm6dd Год назад

L bar ka length consider karna bhool gaye aap😊

@dulhapur 2 года назад

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?