Sir column size 600 mm hai beam ke bar jo hai column ke straight bar ke position main hote hai aur column cover 40 hota hain air wo column ke stirrups ke bahar deta hai matlab (600-column stirrup diameter-40) aisa hota hai aisa mujhe lagta hain
Sir can you please explain the concept of column and beam positioning in RCC structures in actual practice I regularly watch your videos. Your are doing great work.
Sir I have one question.... Aapne Ld calculate karne k liye outside Dia minus kiya just like 600-40(Cover)-20mm(Dia of bar)....in that case aapne wo stirrups ka Dia minus q nhi kiya bending bhi Ring K inner Side se hoga na... 🤔🤔
Bahut hi saral bhasha mein aapane samjhaya iske liye bahut bahut dhanyvad
What a marvellous video
Good information
My dear Friend,
Excellent explanation.
100/100
You come prepared always and it shows in your videos. Quite informative.
Excellent
Sir awesome information 👌👍 thank u so much
Excellent explanation sir..
Very nice and informative...waiting for more videos from you brother...
Very nice
Sir column size 600 mm hai beam ke bar jo hai column ke straight bar ke position main hote hai aur column cover 40 hota hain air wo column ke stirrups ke bahar deta hai matlab (600-column stirrup diameter-40) aisa hota hai aisa mujhe lagta hain
Excellent video sir. thnx a lot.
Very nice detail sir,
sir,can you please explain from where did you find annex k (clause (5.3.4.2)
i regularly watch your videos,you do great work.regards.
Good information, thank you sir
Amazing video sir,
Thank you very much sir nice 👌 explain
Sir can you please explain the concept of column and beam positioning in RCC structures in actual practice
I regularly watch your videos. Your are doing great work.
Thanks for your comment, after some time i will introduce with you live, than i will explain all concepts in simple easily way
Tank u dear great sir explain with detail
Sir I have one question....
Aapne Ld calculate karne k liye outside Dia minus kiya just like
600-40(Cover)-20mm(Dia of bar)....in that case aapne wo stirrups ka Dia minus q nhi kiya bending bhi Ring K inner Side se hoga na... 🤔🤔
Dear dhaval, yes you can, i have explained the concept about the Ld calculaton.
@@FactualCivilEngineering then we can do...?? As I say....
Yes, but ld length should be maintained as per consultant recommendations.
Nice video sir
Sir anchorage details and basic se explain kijiye
Narayan Bless You
Why we provided development length in rcc structure? please reply
Sir stair me double jaali palan me kaise dekhte he
Thank you sir
Sir mere site pe 300 ki wall h usme m25 ki grade h and 10mm Ltd ke lie to kitna ayega
500 mm
Please make videos on 1-2 year experience civil engineer interview
Bhai thanks 👍😀😀
Column vertical bar ki detail batao sir jab ham raft se column nikalte h lap zone B zone me nahi ata Kai bars ka
💜💜💜💜💜❤️
Thx sir
👍
thanks sir..
🙏 🇮🇳 👍 😍
Formula for Ld?
I NEED DESIGN OF BEAM FOR GLENGHT 10 M >>>DIMENSIONS OF MY ROOM 10*10 M
Mail your room plan with columns locations - amit.ggn277@gmail.com
Thank you sir