Great work as always bro. Ek question hai aapke liye regarding to column Lap length. We are adding another 2 floors on a G+1 . Its about 25 years old. The issue is the steel thats there for the columns is only 2.5 feet . My bars are all stopping in Zone A only with a length of 2.5 feet and bar diameter = 16mm and 12mm . This is a old construction . How to do lap ? Can you give any suggestions . The options I have are : 1. Just give lap in zone A only with closer stirrups around 75mm. Staggering of lap not possible . 2. Rebaring with a hole beside the old bar with either Lockfix or Hilti or Just mortar . 3. Coupler 4. Chip the beams attaching into the column so that the top bars are visible and weld the new bars in the column to them with a L shape ( Like how we do in the Footing) Looking forward to your inputs , yeh issue bahut sata raha hai , neend nahi aari hai . If you can make a video on it then its amazing . Thanks man , keep making more content .
Good morninG sir.. Sir aapse request h ki..kisi bhi framed structure k har component like - column, beam, slab oor diffrential settlement of foundation..etc m aayi hui failure ko repair krne k tareeko ko bataye..or Sath hi uski aaprox effective cost k baare m bataye...
Sir agr kisi traditional type (only brick loaded structure) structure mein foundation ki diffrential settlement ki Vajah se slab ka mid span sagging se hogging m aa gya ho oor slab k mid span m upar ki taraf se crack aa gya ho then kya usko repair karna enough rahega...?? Agr hume us slab k upr ek floor oor construct karna ho...
Hi, please can u help to find the litarature for Ceritication of idle charges of machinary and Labour and other loss due force majuare Regards, Mohammad Ali
1)Matlab 1.5 m tak 130 rs 2) fir 3 m k liye 130 + 160 = 290 rs 3) and 4.5 m k liye 130 +160 +240 = 530 rs 😳😳 Sir kuch mistake hai itna jyada rate koy nahi deta excavation ka plz recheck 🙏
Guru ji pranam...
Again I want to u..
Sir, I meet u , u r so humle, and has a extra ordinary mind hat off u Guru ji...
Thank for good explaination sir, and thank you for contributing excel sheet link...
Very informative video sir!!!!!
Thank you so much sir for provide
This type of videos
Good concept.... 💪💪💪💪💪
Narayan Bless 🙏 You
Putting on great work 👍🏻
Very nice sir.
Great work as always bro. Ek question hai aapke liye regarding to column Lap length.
We are adding another 2 floors on a G+1 . Its about 25 years old.
The issue is the steel thats there for the columns is only 2.5 feet .
My bars are all stopping in Zone A only with a length of 2.5 feet and bar diameter = 16mm and 12mm . This is a old construction . How to do lap ? Can you give any suggestions . The options I have are :
1. Just give lap in zone A only with closer stirrups around 75mm.
Staggering of lap not possible .
2. Rebaring with a hole beside the old bar with either Lockfix or Hilti or Just mortar .
3. Coupler
4. Chip the beams attaching into the column so that the top bars are visible and weld the new bars in the column to them with a L shape ( Like how we do in the Footing)
Looking forward to your inputs , yeh issue bahut sata raha hai , neend nahi aari hai .
If you can make a video on it then its amazing .
Thanks man , keep making more content .
Supv sir bhot time laga dya
Good morninG sir..
Sir aapse request h ki..kisi bhi framed structure k har component like - column, beam, slab oor diffrential settlement of foundation..etc m aayi hui failure ko repair krne k tareeko ko bataye..or
Sath hi uski aaprox effective cost k baare m bataye...
Good sir
Nice video sir ji
Hello sir.... kindly suggest best books for estimating, costing and budgeting and where to get knowledge like urs 😉
Superb video
Top class....
Sir agr kisi traditional type (only brick loaded structure) structure mein foundation ki diffrential settlement ki Vajah se slab ka mid span sagging se hogging m aa gya ho oor slab k mid span m upar ki taraf se crack aa gya ho then kya usko repair karna enough rahega...?? Agr hume us slab k upr ek floor oor construct karna ho...
Sir please make more video ...🙏
can you share video for rate analysis of Piling & odex piling
🙏🙏🙏🙏
Pls make videos on primavera software introduction. And feature.
Sir plzz apke Q's join krna he but phonepay ya Google pay
Sir, when will the video of the membership come?
Plz sir ji rpy
Sir backfiling ka kya rate hai?
Sir please explain CAR insurance policy in project
Sir I luv u
SAP ,ERP too
Sir how to decided part rate of item in billing process
How to become membership?
Guru ji tell, earth excavation in detail..
U not describe about rough excavation.. Or mass excavation...
Slope and other thing...
Hi, please can u help to find the litarature for Ceritication of idle charges of machinary and Labour and other loss due force majuare
Regards,
Mohammad Ali
5 marla and 3 marla beautiful maps are available
Nice video but sir
Can you upload the excell sheet/ download link pls
Sir download link missing
8:10 pe 240 divided by 10 se productivity factor kese nikla? 240/10 toh 24 hoga.... Please clear the doubt
1)Matlab 1.5 m tak 130 rs
2) fir 3 m k liye 130 + 160 = 290 rs
3) and 4.5 m k liye 130 +160 +240 = 530 rs 😳😳
Sir kuch mistake hai itna jyada rate koy nahi deta excavation ka plz recheck 🙏
Same douet here
Sir make video for Backfilling from outside & Disposal of surplus soil rate analysis
sir surface ezcavation ka item item aap ne chod diya