Good one. Keep spreading your actual practical knowledge to Civil Engineers, because students don't get plactical knowledge in class. You are really contributing practical knodledge through videos. So keep it up. Thanks Thanks
Excellent.even non civil engineering persons like us who are going to build their dream' house can easily understand. One thing you didn't mentioned is Dia of steel bars to to used at 60% & @ 40% section.
Ek Question he mera... Suppose beam under reinforced he. Useme 2 case he. 1) Xu = 190 KN (U.R.S.) 2) Xu = 210 KN (U.R.S) Dono me under reinforce section he. to hame konsa choose karna chaiye or kyo? Uski vajah se neutral axis or stress & strain me kya difference hoga. ?
Hii when lets assume in T section which is under reinforced depth of N.A. from extreme compression fiber is 50 mm (maximum compresive strain is 0.0035) and depth of centre of tension reinforcement from NA is 500 mm(thus by compatibility of strain tensile strain will be 10 times maximum compresive strain) is that much strain allowed?
Supposed the beam is under reinforce, even minimum steel is provided, in such case how we can adress this issue, or can we provide additional reinforcement over the beam I mean in slab reinforcement, over the stirrups please🙏 reply
in an under reinforced concrete beam a) actual depth of the N.A. is less than the Critical depth of the N.A. b) Moment of resistance less than the balanced section C ) Both A and B
In this video three type beam explained. But all three are not recommended. So which design to apply that can be safe for beam.and second, what is 40% and 60%of compression and tension. What is 50% and 50% please explain in detail.
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I think one the best channel.......
Good one.
Keep spreading your actual practical knowledge to Civil Engineers, because students don't get plactical knowledge in class.
You are really contributing practical knodledge through videos.
So keep it up.
Thanks
Thanks
Sir bilkul clear samjh me aate he aapke video
Tqqq apki video bahut achhi h
Nice sir, Playcards ka concept bahut acha tha shear force Ko samjhana wala.
Best video of my life
Excellent.even non civil engineering persons like us who are going to build their dream' house can easily understand.
One thing you didn't mentioned is Dia of steel bars to to used at 60% & @ 40% section.
A level of knowledge, explaining was too good sir
very nice video. great teaching
Side hamare teacher ne bhi explain nahi Kia, I like your teaching way
Thanks sir for this useful knowledge
Perfect explanation
what is the effect of these while solving numericals.
You made my day bro...thanks
Please explain me actual neutral axis and critical depth of neutral axis
Very nice work hard
my all dought clear
thanks sir
Totally clear. Thank u
Sir,B.m and s.f par jarur video banao aap bahut ache tarekhe se explain karte hai
Sure i will, thanks for your kind support & interest
Very nice sir
Excellent explanation
Ek Question he mera...
Suppose beam under reinforced he.
Useme 2 case he.
1) Xu = 190 KN (U.R.S.)
2) Xu = 210 KN (U.R.S)
Dono me under reinforce section he. to hame konsa choose karna chaiye or kyo?
Uski vajah se neutral axis or stress & strain me kya difference hoga. ?
Sir my question
Sir Shear wall me ductility zone kaha par hota hai sir
Very good explanation simple and striking,sir please make a video on column distance, thank you
Super logic sir
Shandar guru g
Nice
Sir make a video % of steel required for safety of beam, column and slab.🙏🙏🙏
Thanks. Plz tell what will be sign of failure in both over and under reinforced.
Hii when lets assume in T section which is under reinforced depth of N.A. from extreme compression fiber is 50 mm (maximum compresive strain is 0.0035) and depth of centre of tension reinforcement from NA is 500 mm(thus by compatibility of strain tensile strain will be 10 times maximum compresive strain) is that much strain allowed?
nice explanation
Good....very good...
Good sir
Good video for students
Supposed the beam is under reinforce, even minimum steel is provided, in such case how we can adress this issue, or can we provide additional reinforcement over the beam I mean in slab reinforcement, over the stirrups please🙏 reply
Sir y btaiya ki critical nuteral axis Kya hota h
Good
Based on section how can we says that beam is under-reinforced or over-reinforced??
To sir kis tarah beam desine kre ki failure na ho please
in an under reinforced concrete beam
a) actual depth of the N.A. is less than the Critical depth of the N.A.
b) Moment of resistance less than the balanced section
C ) Both A and B
Option c) both a & b
Check this link also www.indiabix.com/civil-engineering/upsc-civil-service-exam-questions/discussion-6677
Superb Sir
Super
Narayan Bless 🙏 You
Beauty..thanks
Is over reinforced is used somewhere ??,where it is used ??on what condition it is used??
No
Concept of Doubly reinforced beam?
In this video three type beam explained. But all three are not recommended. So which design to apply that can be safe for beam.and second, what is 40% and 60%of compression and tension. What is 50% and 50% please explain in detail.
This just an example of better understanding for students. Thank u for your comment
Sir plz part rate abstract pr video banao sir
Mohit, aage billing se hi related sare video banane h nujhe, abhi basic concept k video daal raha hu, i will upload soon your topic.
Sir Please make a vedio about plinth beam reinforcement
Plinth Pliers will give lower and higher up in the plinth beam
Sir please give some numerical example
Clear Ho giya bro
Beam column kase design kase karte h
👌👌👌👌👌👌👌👌👌
Thanks sir
hi, i loved the video but can u explain the shifting of neutral axis up and down in under and over reinforced beam
Sir abki baar ek video mein aur clear kerna
I think in this video u couldn't explain clearly.
Sir pls aapka mob. No.
Sir, please make a vedio bending movement and share force.
Thanks sir
Narayan Bless 🙏 You