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.
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.
Excellent video sir. All of ur videos r different from the rest of the RUclips 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
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
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
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 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
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
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.
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.
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?
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.
Sir
Floor to floor height... Inner to inner distance lenge na?
Aapne plinth k top se slab ka top liya huwa hai
@@kaakib8841 in to in floor to ceiling ho jayga, think about it
Sir if bars are of different dia then how do we adjust the cutting length
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 RUclipsrs Nahi batatae
Thank you thank you you just cleared my doubt since 4 years
Excellent video sir. All of ur videos r different from the rest of the RUclips 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
Thank u so much Sarthak.
This really means a lot.
Keep supporting ❤️
Best channel for civil engineers
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
Column shuttering pe next video
Perfectly explained❤
Very usefull video for Civil Engineers!!!!
One of the top quality ...video with superb detailing ...🙏
Thanks a ton
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
very very helpfull video sir
For finding A zone and B zone in coloumn only two floor beams are considered,is not lintel tie beam required to be considered?
First view Bhai 👌👌
Nice Information
Thanks brother..keep supporting ❤️
U people are everything for me.
Bro slab to slab distance ya beam k depth minus Krna hai ??
51 d for 16mm bar =816
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
Sir 12mt steel ko provide kr saktey hai ek hi length m pura ??
Haan agar apki puri cutting length lap wagera mila ke 12m ke andar arahi hai to kar sakte ho aap.
Thnx
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??
Shayad aap ki hi talash thi...bhai pls ek layout par details main ek video banao pls...
Oh..kis chiz ka layout.
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
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
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.
Is 7 mt bar cutting length is allowable. As per rule it should be 4 mt only?
Why not dear.
Sir BBS site par hi calculate krna pdta hai kya ??
Haa VFC drawing ane ke bad banta hai kaam shuru karne se pehle. Fitter ko cutting length dena padta hai cutting bending ke liye.
Bada project ho to usme kaise site p ho paeyga itni calculation ??
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.
Ohk thanx a lot sir
51 x 16=816 mm
Bend deduction????
One 90⁰ bend
-2d?????
Thanks i understand.
Thnku so much sir!!
Most welcome
isnt that bent up portion is called staggered portion or staggered and lapped portion mean the same？
Yes but staggered lapping means not all the lap should come at same levels.
How to take lap points
Happy Engineers day brother
Happy Engineers day brother.🙌
please make a video on multiple beams bbs
51d= 51x16= 816mm how did you consider 306mm
So there are 5 staggered and 5 non staggered bar in column
51*16=306???
😂
Slab thickness kyo nahi pakada
o.306 kaise agya jab stageered apka 806 hai to
Pleased provide bridge pile bbs
Bhai aapne Ldt ka calculation galat kiya hai 51x16= 816mm aayega na ki 306
Gokani consultant I m also working on gokani r. C. C. Drawing
51d= 16×51=816 then how you got 306?
It was calculation error. Hope u understand. 😁
306 nehi 816 hoga
At what time stamp?
51*16=816 mm
@@EverythingCivil 51*16=816 mm
Yes error hogaya waha..but imp ye hai ke waha lap length lena hai...jo har kisi project me alag hota hai thoda thoda.
Can you send the PDF file
L bar ka length consider karna bhool gaye aap😊
Ld is incorrect , 51d , 51*16 =816mm= 81 cm
Yes it was small error in calculating.
Calculations me error he
Overlapping 51×d, 51×16=816 hota hai.
App ne bola 306 kaise hota hai
I was calculating live. It was a calculation error. Please understand the concept.
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?
lap legth galat li he
U made calculation wrong I.e. 51 x d(16)= 816mm but you consider it as 316mm .
51*16=816
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
Wrong:-Check development length. 51*16=816mm.
Only 2 zone
51×16=816 hota hai 306 nahi
Explain is not properly,
Sir isme jo 51d bola hai uska calculation 306 kaise hai 51×16= 816
51x16 = 306 mm ???😂
Bakwass apne ko hi smja ra
Kya bakwas padate ho bhai 😐