Curtailment Detail of Column Bars at Floor Levels and Rule for Bar Bending Schedule BBS of Column
Dear Friends,
In this video I have explained about curtailment of Column Bars at Different Floor Levels, when the dia of Bars gets interchanged Higher to Lower Dia case OR Lower to Higher Dia Case in high Rise Building, also I have explained about the details when the columns size are reduced / offset at next floor level.
Rule of Column Main Bars Explained In This Video :
1. Higher to Lower Dia of Bars at Next Floor Level
2.Lower to Higher of Column Bars at Next Floor Level
3. New Insertion of Bars at Next Level
4. Reduce the Column Size at Next Floor Level within 75mm
5. Reduce / Offset the Column Size More than 75mm at Next Floor Level
6.Termination of Column Bars at Terrace Level / Continues Column
7.Couplers Benefits for Column Bars
Rest all the documents General Notes / IS 13920 / Excel Sheets will be sent to all members of this channel.
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@FactualCivilEngineering
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Пікірлер: 201
I hope this video helpful to all civil engineers. Please like an share this video.
@roshanpatro23
3 жыл бұрын
Much informative video But sir 1. most of case we simply consider lap length as 50d, by the following this rule in buildings it's getting problem to mentain 300 between two lapping length So what should we do in that case 2. In most of buliding we construct column up to parapet level, how should we follow lapping zone & 50% lapping if we construct another floor in future. Thanks
@rajeshsaha11r
3 жыл бұрын
Sir ji discretion mai to nehi hai link download ka
@FactualCivilEngineering
3 жыл бұрын
Share ur mail id
@rajeshsaha11r
3 жыл бұрын
@@FactualCivilEngineering rajeshsaha270@gmail.com
@HimanshuSharma-qc2es
3 жыл бұрын
Sir can you please send me general details and schedule also Himanshu.shr95@gmail.com
Sir aap k knowledge k takkar me pure KZread par koi nhi hai aap ka content ka level sab sy uper rehta hai KZread par ❤️❤️❤️❤️
@nageshlalam5994
3 жыл бұрын
L$t technology
@rahuljha5972
3 жыл бұрын
@@nageshlalam5994 L&T "Mukesh Shah " sir bhe in se he seekhte hai 🤪🤪
@asfaquehussain7146
2 жыл бұрын
@@nageshlalam5994 Wah apne Safe zone se baher nhi jata h.... example bhi Google se leta h....kuch knowledge nhi h usko...wah tum bhi kr skte ho
Sir aap pure all india ke sabse best civil engineering youtuber ho
Great way of teaching thanks you sir
Informative video, One suggestion is that, explain these things on board or on paper-pen, for better,clear and easy understanding..
Your all videos are excellent... Thanks for all informative videos....
bundle of thanks for such video sir plz make this type of video for beam too
Aap ko har video superb knowledge se bhari he
best teacher on utube for civil
BOSS Koi nhi yha aisa jo itne ache se smjha skta hai
Very clear video dude, thanks 👍
Saare confusion clear krdiye sir aapne.
One of the best KZread channel for learning I have ever seen,. Such a great level of teaching. Thank you so much sir.
Sir the theoretical and practical knowledge share by you is outstanding. Content, topics, Data, IS codes, material, Detailing each and every video is remarkable. Thanks of giving your precious time to us. 🙏
Thanks sir sach me jab se apke videos dekhana suru kiya hai bahut kuch sikhane ko mila
So helpfull video.. thanks sir.
This is good topic for every civil engineer and best of luck for your channel.
Superb video full of knowledge
Maine column bbs ki 1000 video dekhi bss bbs me youtube pe yahi video ka intejar tha thanku soooo much sir.... bhagwan aapka bhala kare
Today I got how to reduce columns size from this video thanks sir
Best ever video I have ever seen on columns detail you should create bbs course so we can get more knowledge through you
Thank you so much...sir..
Very helpful 👍
Excellent👍
Thank you sir 🙏
So Good..... 👍🏻 Thbk you sir
Very important topic all civil engineer face to site
Such a great video.sir BBS ke sath or proper kariye .
Very good topic, please keep it up
@FactualCivilEngineering
3 жыл бұрын
Thank you, I will
Mai "Reinforced Institute of Quantity Surveyor" ka course khrida tha...wha billing ka video apka hi h....wah bhut hi achha h...fir apko KZread pe khoja to mil hi gya
@civilengineers19
Жыл бұрын
Bhai i am fresher civil guru ji ka lu ya koi aur institute ka course kharidu please help kro
Nice work sir ji ❤❤❤❤❤❤❤❤
Best video Sir
Very nice video
Sir Apki Content other youtubers ke content ko kafi takkar deta hai ,apke videos main nai cheezon ki jaankari milti hai , Apka Content damdaar hai apko civil engineering ki kafi deep knowledge hai . Aap Paid videos se alag general topics par bhi video banaiye jo other youtuber bana rahe hai jaise BBS , IS Code , Drawing ko Practical Field main dikhana , isse apki Viewership bhi badhegi aur KZread par apki Popularity bhi badhegi . 👍
Sir app point wali baat bta te hai❤️
Great video sir... 😀
@FactualCivilEngineering
3 жыл бұрын
So nice of you
Nice video sir
As I said before I am writing for another factual.regards.👏
Great video I am much awaited
@muzamilsindhu676
2 жыл бұрын
Sir overlap consider in bbs
Thank u sir .
@FactualCivilEngineering
3 жыл бұрын
Most welcome
Narayan Bless 🙏 You
👑
❤️
All videos are excellent. Already joined channel sir.👏👏❤
@FactualCivilEngineering
3 жыл бұрын
Thanks and welcome
@kuldeeprawat369
2 жыл бұрын
1.3Ld nahi kiya??
🙏🙏
Sir plz bbs bana kr bata de sir aesy smjh agaya hai
Sir, if reducing lower to higher Dia bar...wich lap required? And also higher to lower...
Can we use saline water in concrete making If no what is reasons?
Sir site pe steel wastage ko lake issue hota us stage me kyaa kre us time proper lap maintain nhi kr pate
I like you🖒🖒🖒
Sir please post the video of BBS of beam .....
Sir plz explain lapping zone for continuous slab n raft
@FactualCivilEngineering
Жыл бұрын
Sure, I will
What is the reason for terminate reinforcement in column ?
Sir ,make a video on trepezoidal bbs in slope
Sir plz make a video curtailment of cantilever beams or slab
Does that mean we can lap 24 number of rebar in one floor ,,with maintaining 300 mm gap in lap zone?
dono lap ka distance hame 300mm rakhna hai uske liye to first bar ki length 1650 aur dusri bar ki length 2850 hogi (750+36*25+300+36*25)
Sir, May you please make a video on general note dwawing?
pls make BBS of this sir
In some buildings there is lap of 50d, for height of 3.6 ht. Then, is it possible for 32mm or above bars. It automatically goes to confining zone.. what should we do in that case
@FactualCivilEngineering
3 жыл бұрын
these laps are adjusted in below no lapping zone area.
Sir ek bar column bbs ka video banaiye.
Aur jo continue hai vo bhi like kar sakta hai.
Please provide stirrup detail also.
sir ji 11000 sq ft area ho to kitne floor ki permission mil sakti he? ahmedabad gujarat
Please show in BBS Working
For calculation of Lap length instead of 50d why it is used 36d. ( Development length)??. Why Dev length formula used...pls reply
Great Topic and Gud Explanation. .. Dude General notes and BBS Or Not In Description. ... Provide the Links
@FactualCivilEngineering
3 жыл бұрын
mail id please
@shaikmohammedmuzammil3872
3 жыл бұрын
@@FactualCivilEngineering muzammilmd786143@gmail.com
@explorewithgora
3 жыл бұрын
sourik200@gmail.com
@sumitchouhan8897
2 жыл бұрын
@@FactualCivilEngineering sir plz send me too
@kuldeepjoshi8282
2 жыл бұрын
Sir plzz send me too
Sir 1/6 slop kya h... Ye mm h ya CM Or else plz guide
Great videos..please provide the BOQ, I have also dropped a mail. Thanks and Regards
Sir this documents are not available in description please add
Sir Floor Height 2.95 m and reinforcement 20mm , 16mm , i can not find proper cutting length of column bar , Please give me some suggestion.
Sir pls bbs bna kr smjha dejeye
Sir column and beam ke ring mai bend dedication hota hai ki nahi
@theeducationpoint7533
2 жыл бұрын
Hota hai
Good knowledge. Spell figures in English because Telugu, kannada, Tamil people won't understand numbers in Hindi. Keep those drawings in downloadable way .
@FactualCivilEngineering
3 жыл бұрын
I will try my best
i still dont understand for stirupp 1-how 24d is given by is 2502 pl give calculation 2-for tmt ctd bars k is 4 so in that case how 24d ?
Sir ji BBS Banakar explain karo na
Sir proper BBS sikha dijiye..🙏
Sir when we lap in column vertical bar then code ask 1.3ld should be minimum distance center to center But same time asking that not more then 50%bar should be lapped at one place For eg 20mm dia steel in my drawing 725mm lap given & means 1.3ld center to center distance is 942.5mm but in a vedio you tell that minimum distance between edge should be 300 &.3* ld (217.5) whichever is more means 300 then what should be minimum different between cutting length 942.5mm or 942.5+300=1242.5 mm 2nd 300mm or .3ld difference where is mentioned in code please tell Bcs by mistake i cut 20mm bar with a diffrence of 1mtr then according to 942.5mm i am ok but my client asking that it should be 1242.5mm minimum Please tell who is right If he is right then please tell where is given this 300mm or .3ld minimum distance between edge funda
Sir ji jo bar continue hori h G+1,2,3,4 etc uski curtel lenght smj ni aai h iski aap ek separate video bnao plz🙏🙏
kya iska bbs details available hai
Sir please isi column ka bbs banana sikhaye
Sir ap jorur ak playlist baniye nehi to Vedio pane mai dikat hota hai
Sir ek column ka pura bbs bana kar please share kijiye
Sir Coupler ka distance at least 300 mm away likha hua he picture me..aap 600 mm bol rhe
I did not get it properly can you please shear it briefly with bbs concept
Sir 1 cubic metres main 9 inch ki wall h usme kitna cement lagega Kya yeh questions sahi h kya .. Mere se yeh interview main phuch gaya tha Agr sahi h to plz answer bta do
@FactualCivilEngineering
3 жыл бұрын
1.25 Bag
But ye interview mein puchete hai kya sir
Aur link bhi nhi hai Discripction me
Sir calculation wala video daalona
mujhe ek doubt hai first bar ki length 750+Ld yeh to thk hai lkn secnd bar ki length 750+Ld+300+Ld honi chaiye..
Sir agar lap ko alternate krengaye to 50% to theek rahega par next 50% ka lap zone me chala jaata hai
@FactualCivilEngineering
3 жыл бұрын
Usko hume below confinning zone main adjust karna hota h
@amittailor5054
2 жыл бұрын
@@FactualCivilEngineering or yadi esa karne pe yadi dono ke edge ke bich 300mm or .3ld whichever is more vala funda set nahi ho raha ho For example we have 32mm bar &lap length of them is 1125then total lap length will 1125+1125=2300 &available space is 2000mm then more then 50%bar should not be lapped at one place vala funda to fail ho ja raha h &apne ek vedio me bataya ki 300mm or .3ld whichever is more vo edge distance rahna chahiye to ye funda to kisi bhi situation me fit nahi beth raha please tell what should in this situation
Plz bhejo link mujhe clear karna hain
Amazing sir please reply my comment
Sir please Excel me BBS mane ke samjaye to jayada samaj me ayega
Please provide drawing and BBS excel sheet..
Pls bbs provide method
Sir plz iska bbs excel mai smjha do or kise krna h excel mai wo be
Sir bbs plz
Sir 1200 nahi hogA...it should be 2100 for 25 dia.please check it.
Sir plz board per samjhaye isme thoda smjhne me pareshani ho rhi hai