Analysis of Singly Reinforced Beam | Lecture 3 | Reinforced Cement Concrete

[@sandeepkumarsahoo2629]

I have no word to thanks you. your teaching quality is excellence. I am understanding thoroughly without any doubt. Thank you so much sir. God bless you Sir.

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Sir ji apke vedio mere liye bahot hi important sabit ho rha h . Aap aise hi achhe wale vedio banate rhiyega . Very very thanku

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One of best lecture for Singly reinforced beam.. Tank q so muz for making such videos for us.

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All over this semester, i doubted myself to learn this topic but when i watched this video i realised that nothing was impossible.

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What about wsm bro

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which university

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[@sohamadak9131]

Explanation was mind blowing. Understood every bit of it. Thankyou.

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Gate academy civil

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[@AmitSingh-bb7mb]

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[@karanverma6826]

Simply outstanding explanation! I was not expecting .....But it really really good thank you sir

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One of the best lecture on KZbin channel SO thank ❤you sir ji

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Thank you sir from Nepal 🇳🇵❤️❤️

[@pratiksamarth4779]

Thankyouu soo soo much sir♥️...before an hour I didn’t realised structure was soo easy.!!!🤩

[@sadhnamishra5982]

Thanks Sir 🙂 Superb explanation...

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[@forgate5515]

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[@millionsadministration]

Sir, (MoR)in compression (d-0.42xumax) hona chahiye na

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Crystal clear explanation sir!

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[@-C-MudassirAli]

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[@SHASHIKANTCIVILENGG]

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Pls sir...ek video aap...iss topic pe bnaiye...jisme steel ka area find out krne k baad steel bars kitne dia ki aur kitni use ki jati h...iss numerical pr based.........plssss

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best explanation , i have ever heard . May Allah bless u

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Excellent very clear sir

[@moballighmustafaaazmi1179]

Thanx sir you are best sir

[@SarikaAli-cw9xf]

thankyou. it really helped.

[@ARON_1100]

14:10 While calculating area of stress diagram why did you take b instead of 0.446fck. B is was not present in stress block it is in cross section.

[@abhishekmaurya9821]

Excellent sir ji 👍👌👌

[@dhirajrathod6134]

Ideal teacher.

[@jagadeeshamjuri7907]

If u explain with beam measurement its will be very usefull

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[@AmanKumar-xk5mx]

Thank u sir better understanding

[@rutik6586]

Sir how we know the section is under reinforcement / over reinforcement / balance section ? Plz reply sir

[@ashokkumarmandavi2346]

nice explanation in hindi.

[@rajeevshrivastav7624]

very helpful video. thank you sir

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sir you're a good send...thank you so much

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Tussi great ho sir All my concept is clear untill

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Sir aap kafe accha padha rahe hai..

[@oyeitslalith692]

Thank you so much sir alots of love 😍

[@prasadb4779]

The MOR for compression and MOR for tension will be equal because value of lever arm will be same. From equation this makes that compressive force is also equal to tensile force.

[@rbigst7759]

How?

[@rbigst7759]

Assume the values of compressive and tensile forces are different then...

[@prasadb4779]

@@rbigst7759 Yes. The values are different but theoretically they become equal that'll help us find the neutral axis.

[@somashiva2831]

Tnq Soo much sir really it was a great explanation by u. 👏👏

[@kavitakhabri1274]

Awesome

[@JACKSPARROW-sf9ez]

sir bahut bahut dhanyabad

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Thank u sir for clear the concept

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Suprb sir $ super teaching

[@__cr7sty__17]

Pls provide a problem with cantilever beam havying UDL over the entire span...

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Sir please make video T and L beam.

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mza aa gya sir...

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गजब गुरु जी

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Sir pichala video kaha par hai.

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sir jee aap grat ho.......

[@DeshBhakt-kt3ez]

Thank you sir

[@shaikkhajamunna3964]

A SINGLY REINFORCEMENT CONCRETE BEAM SECTION 300×550MM IS REINFORCED WITH 5 BARS OF 12MM DIAMETER WITH AN EFFECTIVE COVER OF 50MM MOMENT OF RESISTANCE OFTHE BEAM .USE M25 GRADE CONCRETE AND FE415 STEEL .USED LIMIT STATE METHOD

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some topics are not included in this series. Will it be in your VoD coarse ?? Reply please.

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Doubts are Cleared like distilled water.

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sir , quick review on environment plz

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[@nasilanasar8993]

Clear explntn

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Every thing is 100% clear..thank you 🔆

[@rajukumargupta8474]

Thanks for services

[@examcrackerguru8617]

Outstanding sir

[@rakshitjoshi3830]

if the cover is not given in the question can we assume it 50mm?

[@pushkar904]

Sir, In bending formula,we calculate resisting moment from neutral axis. but here we use lever arm..can't we take from N.A??

[@dsowmya2442]

I too have the same doubt sir

[@JB-uu8wi]

Awesome lecture...

[@JUNAID_KHAN708]

Awesome sir thode time 15 min badaye lecture ka

[@ramkalesh6496]

Sir, plz make video on numerical

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[@rushabhshah2859]

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[@Raushankumar-kw8bo]

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[@MrDalipstatusoffical]

Pdf download karna eis class ki sir

[@guniboy6924]

Sir singly beam ka koi example bataiye please

[@trishitbiswas3016]

thank u very much sir..

[@Sudh284]

Sir pura lecture nhi mil rha utub pr