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 жыл бұрын

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

@kaakib8841

2 жыл бұрын

Aapne plinth k top se slab ka top liya huwa hai

@azharnalbandh4029

2 жыл бұрын

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

@anuragkhati4547

2 жыл бұрын

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

@vitthalpatil1974

Жыл бұрын

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.

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

Best channel for civil engineers

Very usefull video for Civil Engineers!!!!

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

Perfectly explained❤

very very helpfull video sir

Excellent video sir. All of ur videos r different from the rest of the KZread 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 жыл бұрын

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

Thanks i understand.

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 жыл бұрын

Column shuttering pe next video

51 d for 16mm bar =816

Thnku so much sir!!

@EverythingCivil

3 жыл бұрын

Most welcome

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

@EverythingCivil

3 жыл бұрын

Thanks a ton

51 x 16=816 mm

First view Bhai 👌👌 Nice Information

@EverythingCivil

3 жыл бұрын

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

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

please make a video on multiple beams bbs

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

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

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

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

@EverythingCivil

3 жыл бұрын

Oh..kis chiz ka layout.

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 жыл бұрын

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.

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??

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

@EverythingCivil

3 жыл бұрын

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

@anuragkhati4547

3 жыл бұрын

Thnx

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

@EverythingCivil

Жыл бұрын

Why not dear.

Pleased provide bridge pile bbs

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

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

Happy Engineers day brother

@EverythingCivil

3 жыл бұрын

Happy Engineers day brother.🙌

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

How to take lap points

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

@EverythingCivil

3 жыл бұрын

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

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

@EverythingCivil

3 жыл бұрын

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 жыл бұрын

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

@EverythingCivil

3 жыл бұрын

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 жыл бұрын

Ohk thanx a lot sir

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

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

Can you send the PDF file

Slab thickness kyo nahi pakada

306 nehi 816 hoga

@EverythingCivil

3 жыл бұрын

At what time stamp?

@soumenghosh6743

3 жыл бұрын

51*16=816 mm

@soumenghosh6743

3 жыл бұрын

@@EverythingCivil 51*16=816 mm

@EverythingCivil

3 жыл бұрын

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

51*16=816

Only 2 zone

51*16=306???

@themimic-chetanubale1603

Жыл бұрын

😂

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?

51d= 16×51=816 then how you got 306?

@EverythingCivil

3 жыл бұрын

It was calculation error. Hope u understand. 😁

L bar ka length consider karna bhool gaye aap😊

o.306 kaise agya jab stageered apka 806 hai to

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

@EverythingCivil

3 жыл бұрын

Yes it was small error in calculating.

@mrjdtechcorner5783

2 жыл бұрын

Calculations me error he

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

@EverythingCivil

2 жыл бұрын

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

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

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.

51d is not 306

lap legth galat li he

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

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

51×16=816 hota hai 306 nahi

51x16 = 306 mm ???😂

Explain is not properly,

Bakwass apne ko hi smja ra

Kya bakwas padate ho bhai 😐