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Balanced | Under Reinforced | Over reinforced | RCC Sections 

All About Structural Analysis and Design
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There are 3 types of RCC sections Balanced, under reinforced and over reinforced sections
In Balanced Section crushing strain in concrete reaches yielding of steel simultaneously, in Under Reinforced section yielding of steel starts first and than it reaches crushing strain in concrete, in over reinforced sections crushing of concrete starts first than yielding of steel.
In balanced section failure occurs simultaneously and is called balanced or critical failure.
In under reinforced sections failure occurs by yielding of steel and is called as primary tension failure.
In over reinforced sections failure occurs by crushing of concrete and is called primary compression failure.
Design codes prohibits over reinforced design as concrete is brittle and brittle failure will not give sufficient warning before failure because it is primary compression failure
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#underreinforcedsection #overreinforcedsection

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13 сен 2019

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Комментарии : 84   
@snehalrathod150
@snehalrathod150 2 года назад
Thank you sir , for teaching in such a nice and short way ......
@direct_civilsite
@direct_civilsite 2 года назад
Hiii
@kakidega6685
@kakidega6685 2 года назад
Yes 🥰
@direct_civilsite
@direct_civilsite 2 года назад
Are u snehal??
@abdulwahidturi4257
@abdulwahidturi4257 9 месяцев назад
All vedio u are presented is very fantastic vedio
@structuralanalysisanddesign
@structuralanalysisanddesign 9 месяцев назад
Thank you so much 😀
@anirudhparvatikar7990
@anirudhparvatikar7990 Год назад
Explanations are clear and to the point. Thank u very much sir.
@neethuraj5501
@neethuraj5501 4 года назад
Thank you sir... The concepts are cleared
@structuralanalysisanddesign
@structuralanalysisanddesign 4 года назад
Welcome, all the best
@sudarshannikam5243
@sudarshannikam5243 3 года назад
Thanks sir , Your diagram is so proper that first time i could understand properly that how moves xu lim axis up and down in under and over reinforced section with proper reason.Thanks by heart..
@structuralanalysisanddesign
@structuralanalysisanddesign 3 года назад
I am very happy that I made you understand the concept, support me by sharing with your friends, keep watching and keep learning, all the best
@amalasaseendran6113
@amalasaseendran6113 3 года назад
Thank you sir.This is very helpful to me
@structuralanalysisanddesign
@structuralanalysisanddesign 3 года назад
Most welcome, happy to help, keep supporting
@tulasiratna4405
@tulasiratna4405 3 года назад
𝐓𝐡𝐚𝐧𝐤𝐬 𝐟𝐨𝐫 𝐲𝐨𝐮𝐫 𝐯𝐢𝐝𝐞𝐨 𝐬𝐢𝐫.
@soranroshn7645
@soranroshn7645 Год назад
الله یهدیك الی اصح الطریق
@fayazkhan5186
@fayazkhan5186 9 месяцев назад
Thanks sir
@structuralanalysisanddesign
@structuralanalysisanddesign 9 месяцев назад
All the best
@allanjonathan1349
@allanjonathan1349 2 года назад
Wonderful video!
@structuralanalysisanddesign
@structuralanalysisanddesign 2 года назад
Thank you very much! Keep watching and sharing
@jigar_0072
@jigar_0072 4 года назад
Very nice sir. Easily clear all concept and make more video... 👍👍👍
@structuralanalysisanddesign
@structuralanalysisanddesign 4 года назад
Thank you so much Mehul, yes we are coming up with more videos
@rajmanoj8345
@rajmanoj8345 3 года назад
thank you sir this content is really helpful in this lockdown
@structuralanalysisanddesign
@structuralanalysisanddesign 3 года назад
Glad to hear that, thank you so much, will be coming up with more videos, keep watching
@ravishanker2663
@ravishanker2663 2 года назад
Thank you very much Sir 🙏
@structuralanalysisanddesign
@structuralanalysisanddesign 2 года назад
Most welcome, all the best
@devendrabagul84
@devendrabagul84 Год назад
Thanx sir
@structuralanalysisanddesign
Most welcome, all the best
@toshagrawal4629
@toshagrawal4629 3 года назад
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?
@wadani4924
@wadani4924 3 года назад
What is critcal depth and actual depth
@VishalKshettri
@VishalKshettri 2 месяца назад
Does 'Cr' mean effective cover?
@SteelRCC
@SteelRCC 4 года назад
Well done..keep posting on other topics
@structuralanalysisanddesign
@structuralanalysisanddesign 4 года назад
Yes sir, coming up with analysis and design of all RCC structural elements
@Vishalkoshta3000
@Vishalkoshta3000 4 года назад
nise point to point explanation.
@structuralanalysisanddesign
@structuralanalysisanddesign 4 года назад
Thank you
@aneetareddy9889
@aneetareddy9889 Год назад
🙂🙂
@Durgeshkumar-ip1ls
@Durgeshkumar-ip1ls 3 года назад
Thank you
@structuralanalysisanddesign
@structuralanalysisanddesign 3 года назад
You're welcome
@chandudileep840
@chandudileep840 2 года назад
Thank you sir
@structuralanalysisanddesign
@structuralanalysisanddesign 2 года назад
Welcome, all the best, keep watching and sharing
@wasiullah5623
@wasiullah5623 Год назад
I think that over reinforce strain diagram suffle with under reinforce strain diagram.
@440xavier
@440xavier 2 года назад
Sir hindi me accha se samajh aata hai
@jitendrashah205
@jitendrashah205 4 года назад
What type of beam provide that may not failure and remain safe.
@structuralanalysisanddesign
@structuralanalysisanddesign 4 года назад
According to IS Code it is stipulated to provide under reinforced beam
@prakulchauhan2924
@prakulchauhan2924 Год назад
Which type of section give sign before fail
@VirendraKumar-pr4oj
@VirendraKumar-pr4oj 3 года назад
Nice sir ji
@structuralanalysisanddesign
@structuralanalysisanddesign 3 года назад
Thank you so much
@gamirambhul1847
@gamirambhul1847 2 года назад
super sr
@structuralanalysisanddesign
@structuralanalysisanddesign 2 года назад
Thank you so much, keep watching
@yimmytjahjono6262
@yimmytjahjono6262 2 года назад
Please explain, in the case of under-reinforced beam vs the rest, how is it that the ability to visualize excessive stress in concrete beams is better that the ability to support such stress? Let's say an under reinforced concrete beam will start to bend to support 10 tonnes of stress, while the over reinforced beam will be able to support 12 Tons of stress comfortably, if the load is 12 Tons, how is the under-reinforced beam better performed when it clearly failed?
@meleyotanoyeleke4800
@meleyotanoyeleke4800 8 месяцев назад
While engineers design against failure, I have learnt they design things to "safely" fail too. An under-reinforced beam failing on applied 10 tonnes load fails by yielding gradually, using up all the ductile properties of the steel in tensile region, this makes it easier to detect it's failing and allows engineers to act on correcting the structure before it completely fails. But a 12 tonnes capacity over-reinforced beam will fail suddenly if it exceeds capacity making it very dangerous to use.
@chandudileep840
@chandudileep840 2 года назад
Could you please explain prestressed concrete sir
@structuralanalysisanddesign
@structuralanalysisanddesign 2 года назад
Your request noted, will try to come up with some videos on this topic
@shivatyagi4175
@shivatyagi4175 4 года назад
Is under reinforced beam deeper when compared to a balanced beam section????
@rajanalalalit1691
@rajanalalalit1691 4 года назад
thank you, sir...
@structuralanalysisanddesign
@structuralanalysisanddesign 4 года назад
We are happy this video helped you, stay tuned for more videos
@leeladhargadgil6029
@leeladhargadgil6029 4 года назад
What will happen if I also provide steel in top side of beam in Over reinforced beam ?
@structuralanalysisanddesign
@structuralanalysisanddesign 4 года назад
Dear first of all u should not provide over reinforced beam, and if its over reinforced section why you want to provide extra steel on top?
@leeladhargadgil6029
@leeladhargadgil6029 4 года назад
In this case, I'm still not able to get difference between all three sections. I meant to say is if I provide 3 bar in bottom and 2 or 3 bar in top also, will be that be an over reinforced section ? Does Ast play any role in deciding the type of section ? And in your balanced section, what if I provide 2/3 bars in top also ?
@naveenreddy8501
@naveenreddy8501 3 года назад
@@leeladhargadgil6029 then it becomes doubly reinforced beam, u should also satisfy the max percentage of steel reinforcement in beam I,e 4% of bd
@shrawanshah8291
@shrawanshah8291 4 года назад
Sir didn't get what is critical neutral axis
@structuralanalysisanddesign
@structuralanalysisanddesign 4 года назад
its maximum
@bhagyeshwadhale8101
@bhagyeshwadhale8101 3 года назад
Sir, I want to do design structure so which software is good to design
@ethandkharofficial2804
@ethandkharofficial2804 3 года назад
Sir what is meant by yielding of steel
@ahtishamkakar6652
@ahtishamkakar6652 4 года назад
Kindly clear that Area of steel is greater than Area of steel in critical section
@AnandKumar-pu6bp
@AnandKumar-pu6bp 3 года назад
thanku sir
@handsam5
@handsam5 11 месяцев назад
I would rather believe in real life demonstration (tested or proven) and what grade of steel they are using. rather than only on "THEORY".
@JawadAhmad-
@JawadAhmad- 3 года назад
Dear Sir, I want to talk to u
@sathish2868
@sathish2868 3 года назад
Stress diagram
@rohitrajak4120
@rohitrajak4120 Год назад
sir agr engilsh me samjna hota toh ham book hi padh lete 😅
@440xavier
@440xavier 2 года назад
Sir English me samajh nahi aaya🤐
@kasanadevesh
@kasanadevesh 2 года назад
not good
@structuralanalysisanddesign
@structuralanalysisanddesign 2 года назад
Kindly you can make video and explain it in a better way
@badAssfighter007
@badAssfighter007 2 месяца назад
in most cases when fe 250 is provided as compression reinforcement then it will attain its design yield point but in case of fe415 and fe500 steel,it is not possible WHY ???????????
@Manas_Gupta
@Manas_Gupta 8 месяцев назад
Thank you Sir 🙏
@structuralanalysisanddesign
@structuralanalysisanddesign 8 месяцев назад
Most welcome, all the best, keep sharing
@VishalKshettri
@VishalKshettri 2 месяца назад
Does 'Cr' mean effective cover?
@siyamali5978
@siyamali5978 2 года назад
Thank you
@ramkumarv2874
@ramkumarv2874 4 года назад
Thank you
@structuralanalysisanddesign
@structuralanalysisanddesign 4 года назад
You're welcome
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