Analysis of Flanged Beam (T- Beam) | Design of RCC Strctures | Mumbai University | IOE , TU , PU

In this video, we will discuss on analysis of flanged beam .
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[@KrishnaXmedia]

Even our class sir couldn't explain so clear as u did,
Thank you for Saving me

[@civilconst]

Glad to hear that

[@sudhirmurmu503]

Thank you so much. Your explanation is good. Keep on uploading such videos.

[@rohankhanolkar3616]

Very Nicely Explained. One on the best informative & simplest video I had seen ever

[@civilconst]

Thank you

[@sidheshmudilyar3299]

Sssly the best video found in TH-cam in this topic....no one could explained this better than you

[@civilconst]

Thanks 👏👏

[@guptadmiji]

Brother what a video good effort...keep uploading you are great

[@civilconst]

haha. Thanks for your words dude 👏

[@gagangoutam02]

How to solve if is ask to solve for ultimate moment of resistance

[@structurelearninghub3340]

Wow good video; Its alwasys good to design a beam as T beam instead of Rectangular beam

[@IITianpragya]

I like ur video.... Baht aacha video h ...

[@civilconst]

Thank you ❤️

[@harshitgupta8153]

Thank you sir
Love from IIT Indore :)

[@civilconst]

Thanks man

[@adeshbabu2939]

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

[@mokanlal9325]

awesome work keep doing it ALL THE BEST

[@civilconst]

Thank you so much 😀

[@himabindukandula9738]

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

[@emaniharipriya62]

That's a very clear explanation sir..thank you soo much

[@civilconst]

Welcome

[@rohanpaul7546]

Thank u very much...🙏🙏🙏 good explane t beam

[@civilconst]

Welcome 🥂🥂

[@rohanpaul7546]

@@civilconst soil ka bhi video bna do ssc je mains ke lie

[@dnnegi7907]

Iam from Nepal,,Dhangadhi Engineering college,very informative video

[@civilconst]

Cheers

[@abhinavmohata3691]

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...

[@civilconst]

Surely. I will do it from next time .

[@rishikumar.b.s2339]

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

[@278amitpujari2]

Sir in this problem case 2 is satisfied and correct he check it ........

[@demnongtdu7317]

Good

[@rajahsekhar5077]

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

[@civilconst]

This is Limit State method not working stress method

[@civilconst]

This is Limit State method not working stress method

[@bibekacharya8581]

keep on uploading videos bro .keep it up

[@civilconst]

For sure

[@rajashreepatil8266]

This is perfect video for me...tysm😊☺

[@civilconst]

thanks

[@mercyesther5545]

Thank you so much annayya ☺️☺️
Good explanation 👏👏

[@civilconst]

Cheers

[@rishikumar.b.s2339]

Thank you sir nice explanation sir

[@mahdeabandah8231]

What is the resources and the code you used to solve this problem?

[@rishujha6707]

Final answer comes out to be 399 instead of 596

[@abinashyadav2519]

Excellent💯👍

[@civilconst]

Thank you! Cheers!

[@musicandmemespostingnepal8298]

Is this lsm method

[@siyamali5978]

Thank you

[@civilconst]

Cheers

[@adityasharma16270]

is is 456 2000 book is allowed in gate exam or not?

[@jyotikumari-xy9bx]

I can't understand Df|d>0.2
Df|d

[@civilconst]

Let me know your query.

[@jyotikumari-xy9bx]

Now I ll understand sir thank you so much ..

[@structurelearninghub3340]

I hope you will design T beam in real field too..

[@civilconst]

Slab and beam are monolithically casted, so T beam becomes like a rectangular beam, isn’t it ? for buildings hai

[@structurelearninghub3340]

@@civilconst No bro , For Earthquake resitant design , Designing beam as a T beam is beneifical as it enchance ductilty in section.

[@civilconst]

what about casting in site ?

[@digvijayreena11]

The video is nice but why you u said again and again strain whereas you r drawing stress profile of beam......

[@pranalisonone5183]

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

[@nikunjarya9641]

are there any videos on Design part of Flanged beams?

[@civilconst]

Yes there is.

[@nikunjarya9641]

Is it not necessary to divide 1.5 in it?

[@Black_pearll]

Thanks a lot sir

[@civilconst]

Most welcome

[@shamanaveed9329u]

name of book you are using ???

[@engineersjunction3029]

Thanks bro

[@civilconst]

Cheers man

[@vasachisenjubean5944]

🇸 🇪 🇽 🇾 🇻 🇮 🇩 🇪 🇴 🇧 🇴 🇸 🇸

[@civilconst]

Haha

[@studybuddy6642]

6:45 stress not strain

[@prafulkumar2457]

Ty sir

[@civilconst]

Cheers

[@serzaminkhan5331]

Sir can you solve a problem for me please

[@jayantsharma6022]

Bhai tere train chuti ja rhi h kya joh itna speed m padha rahe ho

[@civilconst]

Bunty Tera mobile slow hai kya ?
You have an option of rewind. Why you complaining like if it’s a live streaming ?

[@noorhaydr7522]

not good explaination for TBeam

[@civilconst]

Sorry for that.