U have explained very nicely but sir why code book didn't mention about Df/d exceeding 0.2 or not... condition is not satisfactory for all pls ans me...! thank you
Sir you had said that it is underreinforced so we taken Xu in formula of caluclating of MOR.if it is over reinforcement can we take Xu max in caluclating of MOR
Sir...in under reinforced section... We have to valculate mor wrt tension naah..then why c1 and c2 come?... Directly we can take 0.87fy...*lever arm naah
Not just very nice but rather the best one could get!. But one request is to please kindly take all cases separately in separate questions and compile in one video. Thank you so much...
Even our class sir couldn't explain so clear as u did,
Thank you for Saving me
Glad to hear that
Thank you so much. Your explanation is good. Keep on uploading such videos.
Very Nicely Explained. One on the best informative & simplest video I had seen ever
Thank you
Brother what a video good effort...keep uploading you are great
haha. Thanks for your words dude 👏
Sssly the best video found in RUclips in this topic....no one could explained this better than you
Thanks 👏👏
Good video sirv. Love from NIT calicut
awesome work keep doing it ALL THE BEST
Thank you so much 😀
How to solve if is ask to solve for ultimate moment of resistance
That's a very clear explanation sir..thank you soo much
Welcome
Wow good video; Its alwasys good to design a beam as T beam instead of Rectangular beam
Thank you sir
Love from IIT Indore :)
Thanks man
U have explained very nicely but sir why code book didn't mention about Df/d exceeding 0.2 or not... condition is not satisfactory for all pls ans me...!
thank you
Iam from Nepal,,Dhangadhi Engineering college,very informative video
Cheers
Sir you had said that it is underreinforced so we taken Xu in formula of caluclating of MOR.if it is over reinforcement can we take Xu max in caluclating of MOR
Sir in this problem case 2 is satisfied and correct he check it ........
I like ur video.... Baht aacha video h ...
Thank you ❤️
Thank u very much...🙏🙏🙏 good explane t beam
Welcome 🥂🥂
@@civilconst soil ka bhi video bna do ssc je mains ke lie
Thank you so much annayya ☺️☺️
Good explanation 👏👏
Cheers
This is perfect video for me...tysm😊☺
thanks
keep on uploading videos bro .keep it up
For sure
Sir...in under reinforced section... We have to valculate mor wrt tension naah..then why c1 and c2 come?... Directly we can take 0.87fy...*lever arm naah
This is Limit State method not working stress method
This is Limit State method not working stress method
Not just very nice but rather the best one could get!. But one request is to please kindly take all cases separately in separate questions and compile in one video. Thank you so much...
Surely. I will do it from next time .
Excellent💯👍
Thank you! Cheers!
What is the resources and the code you used to solve this problem?
Sir when Xu < Df , Xu < Xu max, Df/Xu > 0.43 but Df/d < 0.2 what we have to do sir to find the ultimate moment of resistance
are there any videos on Design part of Flanged beams?
Yes there is.
I hope you will design T beam in real field too..
Slab and beam are monolithically casted, so T beam becomes like a rectangular beam, isn’t it ? for buildings hai
@@civilconst No bro , For Earthquake resitant design , Designing beam as a T beam is beneifical as it enchance ductilty in section.
what about casting in site ?
Thank you sir nice explanation sir
6:45 stress not strain
name of book you are using ???
Is it not necessary to divide 1.5 in it?
Is this lsm method
Final answer comes out to be 399 instead of 596
is is 456 2000 book is allowed in gate exam or not?
I can't understand Df|d>0.2
Df|d
Let me know your query.
Now I ll understand sir thank you so much ..
The video is nice but why you u said again and again strain whereas you r drawing stress profile of beam......
Good
Thanks a lot sir
Most welcome
I seen this video and I thought it's very fast wherever a concept I'm like repeated it so please make some slow video
Thank you
Cheers
Sir can you solve a problem for me please
🇸 🇪 🇽 🇾 🇻 🇮 🇩 🇪 🇴 🇧 🇴 🇸 🇸
Haha
Thanks bro
Cheers man
Ty sir
Cheers
Bhai tere train chuti ja rhi h kya joh itna speed m padha rahe ho
Bunty Tera mobile slow hai kya ?
You have an option of rewind. Why you complaining like if it’s a live streaming ?
not good explaination for TBeam
Sorry for that.