This lecture was indeed the best among all the other lectures i came across on youtube!! Hats off to u sir and huge respect to your amazing explanations skills!!

@structuralanalysisanddesign

3 жыл бұрын

Thanks a ton for this kind of compliment, its very happy feeling for me that you consider this lecture as the best on youtube, thanks a lot for appreciating my explanation skills, keep watching and keep supporting, all the best

@davidcollinsjoseph6084

3 жыл бұрын

cdrdavidcollins@gmail.com This is the best lecture I have heard clearly indicating IS456 page by page which is very easy to understand Thanks professor Well done!

@structuralanalysisanddesign

3 жыл бұрын

Thank you so much, keep watching and supporting

@exequielperez6047

3 жыл бұрын

A very clear explaination _thank you very much sir

@aditigadge3717

2 жыл бұрын

Definately... you are very correct

Thumbs up for your neatness and perfect diagrams, we never drew so neatly in our papers🤣

@structuralanalysisanddesign

4 жыл бұрын

Thanks so much 😊 the diagram was drawn by my partner, i hope our videos are helpful to you, keep supporting us by sharing our content with your civil engineering friends

@MasterCivilEngineering

3 жыл бұрын

Yes

@mdimranhossen2223

3 жыл бұрын

,সিভিল ইঞ্জিনিয়ার পড়ছি আমার জন্য দোয়া করবেন যাতে আমি সারাবিশ্বে ফার্স্ট ক্লাস ফার্স্ট ক্লাস ফার্স্ট বিশ্বসেরা বিশ্বমানের সিভিল ইঞ্জিনিয়ার হতে পারি বা হতে চাই ইনশাআল্লাহ অনেক অনেক অনেক চিরস্থায়ী ভাবে আশির্বাদ করবেন ইনশাআল্লাহ। আমৃত্যু এই মহাবিশ্বের ফার্স্ট ক্লাস ফার্স্ট বিশ্বসেরা আধ্যাত্তিক সিভিল ব্যারিষ্টার হতে চাই ইনশাআল্লাহ।

@mdmominulislam7348

2 жыл бұрын

@@mdimranhossen2223 insallah vai duya Kri apnar issa puron koruk allah.Amio Civil engineering porsi.ami buet e porsi .Amar jnno o duya krbn

@DipakKumar72

2 жыл бұрын

Me bhi bana leta diagram to par jo nahi aata calculation

As civil engineering student, am lucky to come across this channel. Thank you sir.

@structuralanalysisanddesign

3 жыл бұрын

You are most welcome, god bless you and all the best, keep supporting by sharing

@SoudagerAamer

3 жыл бұрын

@@structuralanalysisanddesign God bless you and your family too sir. You are a huge help for us students.

@structuralanalysisanddesign

3 жыл бұрын

@@SoudagerAamer Thank you so much, keep supporting us to grow us, keep learning

@CivilSarthi

3 жыл бұрын

kzread.info/head/PLv20kpHlalH3JELHUaZPx_xiS-GuC2Eyg

I cannot explain how much I found this video helpful. Thankyou very much sir for your efforts.

First time , out of 3 completed years of engineering in my final year I have fully understood the design of beam ... By your video thankyou soo much sir .. hats off to you..

@structuralanalysisanddesign

2 жыл бұрын

Great to hear! Feels happy you understood concept through this channel, we always aim to make student learn all the basics, keep watching and keep sharing

I have never seen such explanation on KZread ever. Thank you sir 🌹🌹🌹🌹🌹

This is the most comprehensive video on RCC design including all the references to IS code... Grand salute to you Sir, Thank you so much!

@structuralanalysisanddesign

Жыл бұрын

Thank you so much for appreciating video, Keep watching and sharing.

@user-tl1gi5mn7j

Жыл бұрын

kzread.info/head/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu, refer this one also

I am a practicing engineer. Just stumbled upon this video while looking for something else but after watching it I could not resist to appreciate your efforts and side by side a suggestion that we do not calculate figures upto 4 digits in civil & structural engineering. You just round them off by either single digit or by two beyond the decimal that to only if charts/table in code are following one or two digits. Reinforcement is never calculated in decimals. So all good just take care of these small but important aspects. Cheers

@structuralanalysisanddesign

3 жыл бұрын

Really happy as a practicing engineer you are appreciating my efforts, Yes Sharad we as a structural engineers we round it off to next higher numbers, but academically wat happens there is a tendency of a paper valuator to see the answers given in scheme and checking the answers, most of the teachers don't do round off, that is why i have shown like that, but thanks for commenting and giving feedback, thanks a lot for watching, keep sharing content who are studying civil engineering.

Nice presentation.. I refreshed my memory 19 years ago when I was took that reinforcement concrete design in Civil Eng'g. I already Like, hit the bill and waiting for succeeding videos. Thank You

@structuralanalysisanddesign

3 жыл бұрын

Thank for appreciating, we are glad this video refreshed your memory, all the best

That was the best explanation for design of beams. Nailed it. Very Neatly done. All the best from Nepal

@structuralanalysisanddesign

3 жыл бұрын

Thank you, So nice of you, keep watching and sharing

What an patience while explaining everything , Wish you'd be my teacher , MuchLove❤️

@structuralanalysisanddesign

3 жыл бұрын

Thank you so much for appreciating my work, I am happy you considered me as your teacher, all the best, keep supporting and sharing

Great job! Sir please revisit at 28:13, choose the critical section for shear rightly and take the shear accordingly. Thanks.

Oh my god. This cleared my doubt regarding the Tao thank-you

BEST channel on youtube for DDRCS🔥🔥 , thank u sir ...🙏🙏🙏

@structuralanalysisanddesign

Жыл бұрын

Thank you so much it means a lot to me, all the best, keep watching and supporting

Nailed it sir. Best explanation ever given . Neat and clear diagram. Thankyou soo much for this video.

@structuralanalysisanddesign

3 жыл бұрын

So nice of you, most welcome, all the best, keep watching and sharing

One of the Best Beam design video I have ever seen, I'm Mtech Structures graduate searching for the Beam design video for the design check steps.👌👌✨

@structuralanalysisanddesign

8 ай бұрын

I am happy you found this video helpful for your work, I wish you all the best, keep watching and supporting

I am a retired Superintending Engineer of PWD . He is a very good teacher . Design Engineers and students learn from him limit state design .

The best video I have ever watched thank you so much 😊 ❤️

Good evening sir, Sir in this particular problem, factored shear force taken as Vu = wu.leff/2 but it could be Vu = wu.lc/2. But you have explained everything about singly reinforced beam design nicely, informational video indeed.

Thankyou so much sir for explaining each and every steps in details. Thankyou sir......

Your Explanation is really very clear and very nice sir, I liked very much your videos, Thank you so much sir.

Finally after 50 min of leacture i can design a beam as per standard 😍😍🥳God bless you sir

@structuralanalysisanddesign

3 жыл бұрын

Thank you so much, I am very happy this video helped you to design the beam, all the very best, god bless you, keep supporting

Useful lecture on the design of beam. Thank you Sir

Thank you for sharing this beautiful lecture But I have one small doubt , I think modular ratio is a property that is dependent on the strength of material to bear stress, so i think it is 1 divided by __MR = str(cncrt)/240__ Also neutral axis is dependent on the steel so i think it is 1 - ( STR (ST) / MR * STR (CONCRT))

Hat's off Sir isse better video entire KZread pe Available nai hoga according to me... Keep going Sir

I m not a civil engineer, but how you explain is amazing and easy to understand. Hope to see more. I have lots to ask sir.

@structuralanalysisanddesign

4 жыл бұрын

Thank you so much, will be uploading civil engineering videos regularly

@MasterCivilEngineering

3 жыл бұрын

Right

Thanks gurudev, aapke charno me namaskar 🙏🏻🙏🏻

@structuralanalysisanddesign

3 жыл бұрын

We are glad my videos helped you, keep watching and sharing

Excellent explanation with details. Ypu rmade really easy to understand for learner students. I will follow more your lessons. Thanks Sirji. From Goa.

@structuralanalysisanddesign

Жыл бұрын

Thank you so much for liking the video, keep supporting, all the best

Aj paper m question aya hai ya wala...lgta mery teacher b aap ko follow kr rhy hein...thank u on the behalf of my teachers ❤️

@structuralanalysisanddesign

3 жыл бұрын

Welcome, keep watching and supporting

The presentation was soo good sir... I understood the concept.. Thank you for your effort sir....

@structuralanalysisanddesign

3 жыл бұрын

You are most welcome, glad to hear that, keep watching and sharing

Tomorrow interview , thanks for the video

Wow...great .. I'll try to spread your channel as far as possible that everyone get benefited

@structuralanalysisanddesign

4 жыл бұрын

Thank you so much, so nice of you, will come up with many videos, keep watching and sharing

Great video sir! Thanks a lot for explaining each and every concept in the problem . Sir it would also be a great help if you can provide the pdf of the same problem so that it can be used for reference later on.

@structuralanalysisanddesign

3 жыл бұрын

Thank you so much Garv, please check out membership, on level 2 i have kept PDF

Very nice presentation and excellent explanation of Codal provisions.

@structuralanalysisanddesign

4 жыл бұрын

Thanks for appreciating this video

Superb explanation..I have got 100 percent clarity

@structuralanalysisanddesign

2 жыл бұрын

Thank you for watching and liking, all the best, keep watching and sharing to help us grow

Sir, In the spacing of 2LVS you have explained the four clauses that we can write, are explain any one clause are else we have to explain four clauses?

What about extra bars that have to provided at the edges to L/4 distance at compression side and also l/2 distance at bottom side

Thank you so much sir... Very helpful lecture .. Keep shareing and inspiring sir😊

@structuralanalysisanddesign

3 жыл бұрын

So nice of you, I am glad it was helpful, keep supporting by watching and sharing our videos

Well explained! Can we achieve same strength by replacing the main bars with 2*25m?

Really good explanation and hats off to your efforts. Thank you sir

Solid... description simple and students friendly.. 👍👍👍👍👍👍👌👌👌👌👌👌

@structuralanalysisanddesign

3 жыл бұрын

Thanks a lot 😊

Expert civil engineering knowledge

Sir this video is very helpful for university exam and compitetion point of you

@structuralanalysisanddesign

Жыл бұрын

I am happy this video helped you in exams, all the best, keep watching and sharing

Thank you soo much, you have explained in a most efficient way. I have understood very well, Thank you sir

@structuralanalysisanddesign

Жыл бұрын

You are most welcome, i hope you will do good in exams, all the best, keep supporting

Sir, your explanations are very well. may I know how can we design bended bar for shear reinforcement . please

u hve really made the concepts easy to grasp sir .thanks

@structuralanalysisanddesign

10 ай бұрын

So nice of you, Thank you so much, keep watching and supporting

Bestest explanation... Thank you so much sir

The presentation was so very good sir

this dude is just absolutely great🔥🔥.

Your videos are really efficient and helpful thanks a lot sir for providing such valuable videos....

@structuralanalysisanddesign

Жыл бұрын

So nice of you, keep watching and supporting

Great job very clear and helpful

This lecture is very helful Thank you very much sir .

Perfect explanation n video sir.......vry happy to catch ur vlog n video....thnk ..

Explained the topic very well.👍

@structuralanalysisanddesign

3 жыл бұрын

Thank you 🙂 thanks for watching, keep supporting us

Hello, there is no crank bars...? My case = the beam size is 12"x20". Span is 18ft. I have option from my engineer = 2xD12 in top layer from left column to right column (whole lenght) and 2x D18 in bottom layer from left column to right column (also whole lenght). I would like to add some additional bars. My proposal is to add 1xD12 in top layer + 1xD18 (or 2xD16) in bottom layer. Question is ....How long should the additional reinforcement be? From left column to right column - also whole lenght like main bars? Or it must be L/4 for additional bars in top layer and L/2 in bottom layer? Thanks

It was amazing and the design was carried out meticulously. Hats off to you 👏. Do you have design for doubly reinforced (fixed /continuous beams) udl in your uploaded videos?

you're the best 🛐

Allah Pak App Per Rehmatien Nazal Farmay. Ameen.

Thanks a lot sir for awesome explanation

Great video!! Sir... Will be thankful to you🤗🤗🤗🤗

Best explanation on KZread

@user-tl1gi5mn7j

Жыл бұрын

youtube.com/@pravinspatil, refer this one also

@user-tl1gi5mn7j

Жыл бұрын

kzread.info/head/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu, refer this one

o have some problems pls help me dear ...find the necessary reinforcement for given section , b=15 inches, if is subjected to a factored moment of 313k.ft. use fc'=4ksi and fy=60 ksi

Chala Baga chepparu I have one doubt sir ,Ast formula chepparu ga sir adhi under reinforced section ki ,over reinforced section ki kuda adhi use cheyyocha sir ,plz clear my doubt

For 2LVS , how did u considerd 8mm dia bar...

You helped me a lot to get Pass mark sir🤩🥳

Sir, why we are use 8 mm dia vertical stirrups as shear reinforcement. Please explain.

if in our design if something that we are calculated might be not satisfy the codel provision for example not satisfying min and max ast that can be used,in such case what we have to alter in design to over come this issue

Sir..can you please explain how the Ast formula is taken ? I didn't got same answer when I use quadratic eqn as per is456 code and with this eqn !?

Sir it was awesome really

Can we provide 2-8mm Hanger bars instead of 2-10mm?

Well explained, thank you soo much sir

Very nice and good presentation about design of beam. Thanks a lot...

@structuralanalysisanddesign

2 жыл бұрын

You are most welcome, all the best, keep watching and supporting

thumbs up sir great job, sir can you pls differentiate between singly and doubly support beam?

Thank you so much sir ! 🙏 It's clear sir ☺️🙏

Thank you so much sir 💝

osm interpolation method explain

Sir love ur explanation in our college there no teacher can't able to study by my self

@structuralanalysisanddesign

3 жыл бұрын

Thanks for appreciating words, i will try to make concepts as easy as possiblr to understand, keep watching and keep sharing

Excellent explanation..!

sir you have been mentioned angle bar is that a bent up bar?

SIr can you upload the book. where do you take the specifications?

Knowledgeable clear concept.pl.design continuous T beam.thanks

I don't usually give a like / comment you're explaination is so clear. ( I'd like to give a 10 likes but sorry there's only one I can give for this )

@MasterCivilEngineering

3 жыл бұрын

Good dear

@structuralanalysisanddesign

3 жыл бұрын

Thank you so much for the love, your love towards my content makes me to do more and more videos

can u pl tell how have you derived equation for area of steel ?

Sir please explain about top reinforcement and how will we take live load for design of beam ..and thaks for this valuable lecture

Hi SIR,Your videos are very useful to ME.....I need the detailed procedure about Design of RC members for combined Bending,Shear and Torsion.(As per IS code)

Sir i design a column footing one way shear force calculation tauv is greater than tauc' sir now what i do.

Hi, if ihave space 6.8m *6.8m what dimensions and renforce beam and column, height of house 4.5m,

Vertical stirrup of 8mm dia,how was it selected??why not 6mm or anything..38:00

Why u didn't do check for effective depth?

The explanation of problem is very wonderful sir and do the video on moment distribution method problem Sir ur method and diagram of sketch is nice sir

@structuralanalysisanddesign

3 жыл бұрын

Thank you for appreciating content, and diagram has been drawn by my partner, sure i am planning for the videos on structural analysis, soon i will do MDM

Very well explained sir.. thank you so much

@structuralanalysisanddesign

3 жыл бұрын

You are most welcome, all the best, keep watching and sharing

sir, can u please show hows the calculation to design capping beam?

Sir, only one check is sufficient or not in design of beam and otherwise some other checks will be apply in design of beam..

Sir how did you get density=25 under self weight of the beam

thank you sir

Sir why do we take 1.5 as factor of safety ? And why do we only multiply it to get ultimate load ?

Mst h sir sab kuch bahut accha samjhaya h sir

@structuralanalysisanddesign

2 жыл бұрын

Thank you, all the best, keep watching and sharing

wonderful

,সিভিল ইঞ্জিনিয়ার পড়ছি আমার জন্য দোয়া করবেন যাতে আমি সারাবিশ্বে ফার্স্ট ক্লাস ফার্স্ট ক্লাস ফার্স্ট বিশ্বসেরা বিশ্বমানের সিভিল ইঞ্জিনিয়ার হতে পারি বা হতে চাই ইনশাআল্লাহ অনেক অনেক অনেক চিরস্থায়ী ভাবে আশির্বাদ করবেন ইনশাআল্লাহ। আমৃত্যু এই মহাবিশ্বের ফার্স্ট ক্লাস ফার্স্ট বিশ্বসেরা আধ্যাত্তিক সিভিল ব্যারিষ্টার হতে চাই ইনশাআল্লাহ।

Nice thank you