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
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. 🙏
Mai "Reinforced Institute of Quantity Surveyor" ka course khrida tha...wha billing ka video apka hi h....wah bhut hi achha h...fir apko TH-cam pe khoja to mil hi gya
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 TH-cam par apki Popularity bhi badhegi . 👍
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
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
@@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
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
Good knowledge. Spell figures in English because Telugu, kannada, Tamil people won't understand numbers in Hindi. Keep those drawings in downloadable way .
Sir muzhe v ase drawings Autocad me bana chahata hun, par Institute me, buildings drawings ke upar nahi sikhate, mainly steel detailing in Autocad, plz help me sir.
I hope this video helpful to all civil engineers.
Please like an share this video.
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
Sir ji discretion mai to nehi hai link download ka
Share ur mail id
@@FactualCivilEngineering rajeshsaha270@gmail.com
Sir can you please send me general details and schedule also Himanshu.shr95@gmail.com
Sir aap k knowledge k takkar me pure TH-cam par koi nhi hai aap ka content ka level sab sy uper rehta hai TH-cam par ❤️❤️❤️❤️
L$t technology
@@nageshlalam5994 L&T "Mukesh Shah " sir bhe in se he seekhte hai 🤪🤪
@@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
One of the best TH-cam channel for learning I have ever seen,. Such a great level of teaching. Thank you so much sir.
This is good topic for every civil engineer and best of luck for your channel.
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
BOSS
Koi nhi yha aisa jo itne ache se smjha skta hai
Great way of teaching thanks you 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. 🙏
Mai "Reinforced Institute of Quantity Surveyor" ka course khrida tha...wha billing ka video apka hi h....wah bhut hi achha h...fir apko TH-cam pe khoja to mil hi gya
Bhai i am fresher civil guru ji ka lu ya koi aur institute ka course kharidu please help kro
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 TH-cam par apki Popularity bhi badhegi . 👍
Thanks sir sach me jab se apke videos dekhana suru kiya hai bahut kuch sikhane ko mila
Best ever video I have ever seen on columns detail you should create bbs course so we can get more knowledge through you
Your all videos are excellent... Thanks for all informative videos....
Aap ko har video superb knowledge se bhari he
Today I got how to reduce columns size from this video thanks sir
bundle of thanks for such video
sir plz make this type of video for beam too
Informative video,
One suggestion is that, explain these things on board or on paper-pen, for better,clear and easy understanding..
best teacher on utube for civil
Saare confusion clear krdiye sir aapne.
Very clear video dude, thanks 👍
What is the reason for terminate reinforcement in column ?
Superb video full of knowledge
Sir app point wali baat bta te hai❤️
Great video I am much awaited
Sir overlap consider in bbs
Such a great video.sir BBS ke sath or proper kariye .
Excellent👍
Sir site pe steel wastage ko lake issue hota us stage me kyaa kre us time proper lap maintain nhi kr pate
Can we use saline water in concrete making
If no what is reasons?
Thank you sir 🙏
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.
Very nice video
So helpfull video.. thanks 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
these laps are adjusted in below no lapping zone area.
Sir, May you please make a video on general note dwawing?
Narayan Bless 🙏 You
Sir plz bbs bana kr bata de sir aesy smjh agaya hai
Sir plz explain lapping zone for continuous slab n raft
Sure, I will
Does that mean we can lap 24 number of rebar in one floor ,,with maintaining 300 mm gap in lap zone?
Nice work sir ji ❤❤❤❤❤❤❤❤
Very good topic, please keep it up
Thank you, I will
Very important topic all civil engineer face to site
Sir, if reducing lower to higher Dia bar...wich lap required? And also higher to lower...
So Good..... 👍🏻 Thbk you sir
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 ?
I think you should add another ld for new section r/f plz check again.
Sir column and beam ke ring mai bend dedication hota hai ki nahi
Hota hai
As I said before I am writing for another factual.regards.👏
Sir 1/6 slop kya h... Ye mm h ya CM Or else plz guide
For calculation of Lap length instead of 50d why it is used 36d. ( Development length)??. Why Dev length formula used...pls reply
Sir this documents are not available in description please add
Great Topic and Gud Explanation. ..
Dude
General notes and BBS Or Not In Description. ...
Provide the Links
mail id please
@@FactualCivilEngineering
muzammilmd786143@gmail.com
sourik200@gmail.com
@@FactualCivilEngineering sir plz send me too
Sir plzz send me too
All videos are excellent. Already joined channel sir.👏👏❤
Thanks and welcome
1.3Ld nahi kiya??
Best video Sir
sir ji 11000 sq ft area ho to kitne floor ki permission mil sakti he? ahmedabad gujarat
Please provide stirrup detail also.
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🙏🙏
Very helpful 👍
Great video sir... 😀
So nice of you
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)
Thank you so much...sir..
kya iska bbs details available hai
Nice video sir
Sir ,make a video on trepezoidal bbs in slope
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 please post the video of BBS of beam .....
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 Coupler ka distance at least 300 mm away likha hua he picture me..aap 600 mm bol rhe
Aur jo continue hai vo bhi like kar sakta hai.
Aur link bhi nhi hai Discripction me
Sir plz make a video curtailment of cantilever beams or slab
Sir ek bar column bbs ka video banaiye.
Sir please isi column ka bbs banana sikhaye
Sir ap jorur ak playlist baniye nehi to Vedio pane mai dikat hota hai
Sir agar lap ko alternate krengaye to 50% to theek rahega par next 50% ka lap zone me chala jaata hai
Usko hume below confinning zone main adjust karna hota h
@@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
Sir pls bbs bna kr smjha dejeye
Sir plz iska bbs excel mai smjha do or kise krna h excel mai wo be
I did not get it properly can you please shear it briefly with bbs concept
But ye interview mein puchete hai kya sir
Please show in BBS Working
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
1.25 Bag
Sir ek column ka pura bbs bana kar please share kijiye
Thank u sir .
Most welcome
👑
pls make BBS of this sir
🙏🙏
Sir ji BBS Banakar explain karo na
Sir iska pdf / format mile ga 🙏🙏
mail id please
@@FactualCivilEngineering rajeshsaha270@gmail.com
maansari9044@gmail.com
❤️
Plz bhejo link mujhe clear karna hain
Sir proper BBS sikha dijiye..🙏
Good knowledge. Spell figures in English because Telugu, kannada, Tamil people won't understand numbers in Hindi.
Keep those drawings in downloadable way .
I will try my best
Sir is drawing ka PDF de sakte ho aap
Sir 1200 nahi hogA...it should be 2100 for 25 dia.please check it.
Please provide drawing and BBS excel sheet..
BBS banakr samjhaye sr complete samajh m nhi aya h
Description mein download link nahi hain sir
mail id please
@@FactualCivilEngineering anilchaudhari2710@gmail.com
Sir plz board per samjhaye isme thoda smjhne me pareshani ho rhi hai
Sir muzhe v ase drawings Autocad me bana chahata hun, par Institute me, buildings drawings ke upar nahi sikhate, mainly steel detailing in Autocad, plz help me sir.
Sir please Excel me BBS mane ke samjaye to jayada samaj me ayega