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

[@EverythingCivil]

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]

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

[@kaakib8841]

Aapne plinth k top se slab ka top liya huwa hai

[@azharnalbandh4029]

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

[@anuragkhati4547]

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

[@vitthalpatil1974]

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]

Thanks sir..ap sab Kuch practically samjhate hoo. Jo koi aur KZbinrs Nahi batatae

[@RajUp-l1c]

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

[@HammadSherwani-q5n]

Perfectly explained❤

[@yasirzhari2523]

Best channel for civil engineers

[@sarthakmohapatra3738]

Excellent video sir. All of ur videos r different from the rest of the KZbin 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]

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

[@pavush326]

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

[@EverythingCivil]

Thanks a ton

[@rayansawant8288]

Very usefull video for Civil Engineers!!!!

[@pradeepkumaryadav3859]

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]

Column shuttering pe next video

[@avdheshbhatt2290]

very very helpfull video sir

[@khushalharne5232]

First view Bhai 👌👌 Nice Information

[@EverythingCivil]

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

[@TOP10-z5k8s]

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

[@dulhapur]

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

[@NileshKumar-rv3bk]

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

[@deoraobankar8259]

Thanks i understand.

[@anuragkhati4547]

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

[@EverythingCivil]

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

[@anuragkhati4547]

Thnx

[@modassariqbal306]

Thnku so much sir!!

[@EverythingCivil]

Most welcome

[@homeplan3532]

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

[@modassariqbal306]

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]

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.

[@anuragkhati4547]

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

[@EverythingCivil]

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]

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

[@EverythingCivil]

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]

Ohk thanx a lot sir

[@deepakraja42]

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

[@nadeemsaiyed2186]

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

[@EverythingCivil]

Why not dear.

[@nileshsonawane324]

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

[@EverythingCivil]

Oh..kis chiz ka layout.

[@armyofficermanishsharma5039]

Happy Engineers day brother

[@EverythingCivil]

Happy Engineers day brother.🙌

[@AjitSk21]

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??

[@raviraj96k74]

51 d for 16mm bar =816

[@souravbhandari7348]

please make a video on multiple beams bbs

[@hanumanthubellam6691]

How to take lap points

[@aryaman4068]

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

[@amitkumarsah9435]

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

[@EverythingCivil]

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

[@vivekborse2790]

51 x 16=816 mm

[@AshishKumar-mv8dm]

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

[@faizmalik3187]

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

[@ron4928]

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

[@themimic-chetanubale1603]

Slab thickness kyo nahi pakada

[@Kumar-kf3cg]

Pleased provide bridge pile bbs

[@sarojchhotray8287]

51*16=306???

[@themimic-chetanubale1603]

😂

[@kapilrana5756]

o.306 kaise agya jab stageered apka 806 hai to

[@ankursinghsingh729]

Bhai aapne Ldt ka calculation galat kiya hai 51x16= 816mm aayega na ki 306

[@ROXY-zm6dd]

L bar ka length consider karna bhool gaye aap😊

[@shabeebali9742]

Can you send the PDF file

[@pranayalte4193]

51d= 16×51=816 then how you got 306?

[@EverythingCivil]

It was calculation error. Hope u understand. 😁

[@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?

[@soumenghosh6743]

306 nehi 816 hoga

[@EverythingCivil]

At what time stamp?

[@soumenghosh6743]

51*16=816 mm

[@soumenghosh6743]

@@EverythingCivil 51*16=816 mm

[@EverythingCivil]

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

[@mdfaiyazmiyan7959]

Overlapping 51×d, 51×16=816 hota hai. App ne bola 306 kaise hota hai

[@EverythingCivil]

I was calculating live. It was a calculation error. Please understand the concept.

[@shabeebali9742]

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

[@EverythingCivil]

Yes it was small error in calculating.

[@mrjdtechcorner5783]

Calculations me error he

[@dilipdebnath4929]

51d=51x16=816m=0.816 mt .I think this is the correct calculation .you have shown this as 306 mm=0.306 mt. This totaly wrong.

[@pranavnaxane2252]

Wrong:-Check development length. 51*16=816mm.

[@jitendraalshi6075]

U made calculation wrong I.e. 51 x d(16)= 816mm but you consider it as 316mm .

[@cricketreview9037]

Only 2 zone

[@onlymemes7842]

lap legth galat li he

[@balkrushnapatil2242]

51×16=816 hota hai 306 nahi

[@ashwins1485]

51*16=816

[@Rajana89]

51d is not 306

[@raviyadav7223]

Sir isme jo 51d bola hai uska calculation 306 kaise hai 51×16= 816

[@snehasispatra8443]

51x16 = 306 mm ???😂

[@naushadalam7201]

Explain is not properly,

[@vishalmhaske604]

Kya bakwas padate ho bhai 😐

[@indian2881]

Bakwass apne ko hi smja ra