Explanations are clear and to the point. Thank u very much sir.

Thank you sir , for teaching in such a nice and short way ......

@direct_civilsite

2 жыл бұрын

Hiii

@kakidega6685

2 жыл бұрын

Yes 🥰

@direct_civilsite

2 жыл бұрын

Are u snehal??

Thank you sir... The concepts are cleared

@structuralanalysisanddesign

3 жыл бұрын

Welcome, all the best

thank you sir this content is really helpful in this lockdown

@structuralanalysisanddesign

3 жыл бұрын

Glad to hear that, thank you so much, will be coming up with more videos, keep watching

𝐓𝐡𝐚𝐧𝐤𝐬 𝐟𝐨𝐫 𝐲𝐨𝐮𝐫 𝐯𝐢𝐝𝐞𝐨 𝐬𝐢𝐫.

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?

Thank you

Thank you sir.This is very helpful to me

@structuralanalysisanddesign

3 жыл бұрын

Most welcome, happy to help, keep supporting

nise point to point explanation.

@structuralanalysisanddesign

4 жыл бұрын

Thank you

All vedio u are presented is very fantastic vedio

@structuralanalysisanddesign

7 ай бұрын

Thank you so much 😀

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

3 жыл бұрын

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

Is under reinforced beam deeper when compared to a balanced beam section????

thank you, sir...

@structuralanalysisanddesign

4 жыл бұрын

We are happy this video helped you, stay tuned for more videos

Well done..keep posting on other topics

@structuralanalysisanddesign

4 жыл бұрын

Yes sir, coming up with analysis and design of all RCC structural elements

Thank you very much Sir 🙏

@structuralanalysisanddesign

2 жыл бұрын

Most welcome, all the best

Wonderful video!

@structuralanalysisanddesign

2 жыл бұрын

Thank you very much! Keep watching and sharing

الله یهدیك الی اصح الطریق

Sir, I want to do design structure so which software is good to design

Very nice sir. Easily clear all concept and make more video... 👍👍👍

@structuralanalysisanddesign

4 жыл бұрын

Thank you so much Mehul, yes we are coming up with more videos

What is critcal depth and actual depth

Which type of section give sign before fail

thanku sir

Does 'Cr' mean effective cover?

Thanks sir

@structuralanalysisanddesign

7 ай бұрын

All the best

Sir what is meant by yielding of steel

Thank you sir

@structuralanalysisanddesign

2 жыл бұрын

Welcome, all the best, keep watching and sharing

Thanx sir

@structuralanalysisanddesign

Жыл бұрын

Most welcome, all the best

🙂🙂

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

7 ай бұрын

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.

What type of beam provide that may not failure and remain safe.

@structuralanalysisanddesign

4 жыл бұрын

According to IS Code it is stipulated to provide under reinforced beam

I think that over reinforce strain diagram suffle with under reinforce strain diagram.

super sr

@structuralanalysisanddesign

2 жыл бұрын

Thank you so much, keep watching

Sir hindi me accha se samajh aata hai

What will happen if I also provide steel in top side of beam in Over reinforced beam ?

@structuralanalysisanddesign

4 жыл бұрын

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

4 жыл бұрын

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

3 жыл бұрын

@@leeladhargadgil6029 then it becomes doubly reinforced beam, u should also satisfy the max percentage of steel reinforcement in beam I,e 4% of bd

Could you please explain prestressed concrete sir

@structuralanalysisanddesign

2 жыл бұрын

Your request noted, will try to come up with some videos on this topic

Kindly clear that Area of steel is greater than Area of steel in critical section

Nice sir ji

@structuralanalysisanddesign

3 жыл бұрын

Thank you so much

Sir didn't get what is critical neutral axis

@structuralanalysisanddesign

4 жыл бұрын

its maximum

Dear Sir, I want to talk to u

Stress diagram

I would rather believe in real life demonstration (tested or proven) and what grade of steel they are using. rather than only on "THEORY".

sir agr engilsh me samjna hota toh ham book hi padh lete 😅

Sir English me samajh nahi aaya🤐

not good

@structuralanalysisanddesign

2 жыл бұрын

Kindly you can make video and explain it in a better way

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 ???????????

Thank you Sir 🙏

@structuralanalysisanddesign

7 ай бұрын

Most welcome, all the best, keep sharing

Thank you

@structuralanalysisanddesign

4 жыл бұрын

You're welcome

Does 'Cr' mean effective cover?

Thank you

@structuralanalysisanddesign

3 жыл бұрын

You're welcome