Analysis of Doubly Reinforced Beam | Limit State Method | Type 2

Analysis of Doubly Reinforced Beam where we find area of reinforcements tension as well as compression reinforcements, this is type 2 analysis problem.
Type 1 : • Analysis of Doubly Rei...
Why to provide doubly reinforced beam : • What is Doubly Reinfor...
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#doublyreinforcedbeam #limitstatemethodofrcc #analysisofdoublyreinforcedbeam

[@aliyuumarsaidu5351]

Thank you so much for impacting knowledge to the peoples

[@bijkumar8510]

Sir you are very grateful teaching

[@structuralanalysisanddesign]

So nice of you, thanks a lot, keep watching and supporting

[@aliyuumarsaidu5351]

Thank you so much prof. For sharing the knowledge

[@Dineshkumar-gw7mo]

Nice way of explaining sir,first time I will understand in youtube class,nyc sir

[@structuralanalysisanddesign]

Thank you so much and All the best, keep watching and sharing

[@vamsiteja9184]

Super explanation

[@structuralanalysisanddesign]

Thank you 🙂 keep supporting

[@creativeventure9164]

Hi sir Iam studying steel structure now can u explain about bolted and welded connection and problems

[@shashankda2002]

Thank you so much sir 😊. Want more videos please

[@sathyabalasundaram1801]

Thank you, Sir. Nice Explanation. What is the Mu limit formula for Fe500 grade steel?

[@shubhrajput999]

.133fck bd2

[@aneeshasabeej416]

0.136fckbd^2

[@Gaurang_Khatri]

10:47 sir but this table is not given in IS code so how can we determine fsc during exam

[@priyangshunag1972]

right

[@ndtech8170]

Sir when we use this Mulim Formula please make a video.

[@lalremruata544]

hello sir please reply ?, what is the support condition of the beam in this question ? is it simply supported or fixed beam ? or this calculation can be for both simply and fixed beam ?

[@prabhucivil5394]

Sir ast at bottom reinforcement was clearly mentioned.for top side

[@RohitYadav-pt8yd]

tq sir nad khula..😊💥

[@RohitYadav-pt8yd]

T beam la video ka link hai to send kro

[@structuralanalysisanddesign]

Thanks for supporting us

[@structuralanalysisanddesign]

Till coming sunday i will upload T beam analysis, stay tuned

[@Maheshbabubora]

Good morning sir. which Prescribed Textbook we follow To Learn about RCC, Along with your video lectures

[@structuralanalysisanddesign]

Design of Reinforced Concrete with Limit state design by B C Punmia

[@user-ch1qo6dl7y]

Sir dil de thank you 😊😊

[@structuralanalysisanddesign]

So nice of you, keep supporting

[@kingbisanka9689]

Hello thanks alot for the great explanation... Also can u share the link of the SP document you're using...

[@structuralanalysisanddesign]

Thanks for the appreciation, SP document???

[@kingbisanka9689]

@@structuralanalysisanddesign by SP document I meant the one from where you're getting the standards from

[@mohsinmanzoor9167]

Thnku sir ....sir plz upload a video on design of stair case ...becoz my exam starts from nov.....

[@structuralanalysisanddesign]

sure, may i know where u studying?

[@mohsinmanzoor9167]

@@structuralanalysisanddesign RGPV bhopal

[@structuralanalysisanddesign]

nice

[@dodouniquelife9725]

Thank You Very Much

[@rahulmaurya9003]

Nice way of explaing ,sir slab par videos banao na sir plz🙏

[@structuralanalysisanddesign]

Already uploaded, kindly go through it, have uploaded one way and two way slab

[@prasannalakshmikondapalli667]

tq sir

[@structuralanalysisanddesign]

welcome, all the best

[@narojamir1931]

Sir plz explain how many number of bars should be provided in compression and tension......???

[@structuralanalysisanddesign]

Its based on design, kindly watch my video on design of singly reinforced beam

[@akashgaming6090]

How to calculate working moment is given?

[@kumarags9256]

Thank you sir

[@khondokerazizulhaque357]

Nice

[@67siddheshtiwale12]

xu for doubly r. section = 0.87.fy.Ast-(fsc-fcc).Asc/0.36.fck.b

[@rakshitshetty7084]

Sir finding fsc can you show calculating in calculate plzz sir, I'm confused 🙏🙏

[@dipakrohit5993]

Sp16,p-13,T-f me d'/d(d'=cover) d'/d ka ans 0.5,0.7,0.9 hoga usse 0.5 ans hoga to fsc=355 0.9 ans hoga to fsc=353

[@sumeetkalal6454]

Thank you

[@tthimmanagoudattgouda3252]

Good explanation sir but plz design of dog legged staircase problem on video

[@jeevangowda5419]

Sir plz solve Design on singly and doubly reinforced beams......thank you

[@structuralanalysisanddesign]

Design of Singly i have already uploaded, kindly check it

[@jeevangowda5419]

sorry doubly reinforced beam sir

[@Rk003prk]

Sir aapke aal video helpful hai Design of doubly reinforced pr yek video bano sir

[@structuralanalysisanddesign]

Ha jald hi sikhaunga design of doubly, support or share karo hamare videos

[@Rk003prk]

@@structuralanalysisanddesign yes sir

[@Rimjhimvideo]

Thanks🙏🙏🙏🙏

[@upcvanramkaitur5835]

How could we know to assume effective cover is 50 mm ??

[@awaljotkaur6854]

Sir, I have a query regarding section type. What if we get an under-reinforced section in case of doubly reinforced beam mentioned.. then which formula will we use, and the value of which Ast will be used there?

[@gixerriders1993]

Upload continuous beam design also plz with codal provision

[@structuralanalysisanddesign]

Yes Madhvendra i will work on it, thanks for suggesting

[@tejasparate1085]

If d' for tension side is 55mm and compression side is 40 mm then for finding fsc at compression stress what is the effective depth??

[@theexecutioner3510]

Then d'/d= 40/d Effective depth = D - 55, always calculate effective depth considering Tension reinforcement side. Kya yt teacher hai, bachhon ka doubt clear nahi karta.

[@Gaurang_Khatri]

@@theexecutioner3510 10:45 bhaiya ye table is code me nahi h , to fsc kaise nikale exam ke time pr

[@theexecutioner3510]

​@@Gaurang_Khatri hai. Baad mey batata hun.

[@theexecutioner3510]

Usually d'/d ratio denge tho table hota hi hai.

[@Gaurang_Khatri]

@@theexecutioner3510 Achaa . Thank u very much

[@pragyanparamita4733]

We will not calculate shear reinforcements?? In doubly reinforcement

[@structuralanalysisanddesign]

It is an analysis problem, for designing problem we do it

[@PavanKumar-jp2ht]

Sir, IS-sp 16 formula is available in is 456-2000?

[@theexecutioner3510]

Which formula?. Interpolation?

[@SantoshKumar-xz7im]

Ty sir ji❤❤

[@prabhucivil5394]

Everything is clear. But top reinforcement how to find it actual..

[@gdineshsai1326]

sir how to solve simply supported beam carrying the udl problems..

[@structuralanalysisanddesign]

Design for Singly reinforced beam already uploaded

[@gdineshsai1326]

@@structuralanalysisanddesign Sir both are same..

[@Heman864]

Love u sir

[@banoththarun512]

Sir what about the problem when supporting of udl

[@fitz4998]

Sir I’m getting the ASC as yours I’m getting 7.15

[@structuralanalysisanddesign]

You should get the answer same as video, if not please check your calculations

[@navneetyadav5782]

Sir plz provide value of fy 250 for d'/d

[@skgaming3518]

Fsc for FE250 = 0.87 fy

[@bananimondal9389]

in my question Ast2 come more than Ast1 is it possible? concrete area come 1138.2 and Ast come 1956.16. Mu 240, Mulimit 101.56. so beam will be double reinforced beam.

[@abverma5636]

Factored moment ko ultimate moments m convert krne k liye 1.5 s multiple krne pdega???

[@ParthaPratim-xc9ir]

factored moment = ultimate moment

[@structuralanalysisanddesign]

Absolutely correct

[@hemanth._gowda]

Sir why xu value is not calculated .. Please clarify sir..

[@user-ch1qo6dl7y]

Ki h bro calculate

[@riyaawati5344]

Why did u equate Xu to xumax ? Are they both equal?

[@ifatnemya8245]

Yes but for ast1 only

[@sahilyousaf9265]

Sir, where did you get xu value

[@raaj3017]

Good evening sir. Really great job that you are on KZbin with such great explanation on our Civil topics! First of all thanks so much sir 🙌🙌 Also I am facing a problem in this particular design (beam design) sir. I am asked to design the beams subjected to Two-Way Slab, starting from load calculations. And the condition is that Mu must me greater than Mu(lim) but my value for Mu comes out to be smaller than Mu(lim), tried and changed the beam sizes, yet unable to satisfy the condition of BM. Sir could you please help out? Where is the design going wrong?

[@structuralanalysisanddesign]

Thank you so much for appreciating my content, keep watching. Can you tell me why you want specifically Mu greater than Mulim? Actually if you get Mu less than Mulim its good and you can design it as singly reinforced beam

[@akhillanka4279]

Sir one Small doubt In analysis we find mu In design we find ast and asc But why did you write analysis when we were meant to find ast and asc

[@structuralanalysisanddesign]

Nice question friend, you are correct finding Mu we call it as a analysis problem, but if you see here in this problem Mu is already given and they have asked to calculate area of reinforcement, i am not calling this problem as a design problem because, in design problem we calculate Mu and for that Mu we find area of steel and we apply all checks for design problems, here only ast was asked that too with given Mu that is why i am not calling this problem as design problem, i hope your doubt is cleared, thanks for commenting and keep supporting us

[@akhillanka4279]

Thank you so much sir Your videos are really simple to understand It will be good if you upload one design problem sir Sir can I Know which book do you follow

[@structuralanalysisanddesign]

Which design problem u need, i will do that, I refer many books and i write my own steps to make my viewers understand the concepts very easily

[@akhillanka4279]

Sir Design of column (biaxial and uniaxial ).

[@structuralanalysisanddesign]

Will come up with that part also soon

[@erhasan6055]

How to decide size of beam...

[@sreerejm8540]

sir, in calculation of Xu, d should be effective depth,not total depth.right? we get Xu 240 mm

[@petraalbatra9898]

no

[@shyamalkumar4767]

What is number of steel and it's layout.

[@ashwiniv9874]

how to calculate the number of bar when the number of bars is not given in the question

[@jigmewangmo8074]

Hello i have been asked to design doubly reinforced beam it does not qualify the condition of Mu > Mu lim? What shall i do?

[@Prashuradha]

Revise the section. Or, design it as a balanced section.

[@harishhari6250]

How to find that factored moment

[@__for502]

Sir pls explain interpolation in another method Pls say the answer for d'/d is 0.11

[@True-work]

Contact me

[@gangadharsanta1644]

I will not calculated over reinforced beam sir

[@swapnajkjk4856]

How the assumed the cover

[@structuralanalysisanddesign]

Standard values you can assume

[@nehabiswas6993]

Please scientific calculator used krke calculation dikhai video main bohut problem hota hai

[@Jameer_zehan]

How to pass ...RCC exam simple tips give me

[@udayyenke5368]

Code books is important kada

[@gunavenkat9797]

Yes bro

[@jyoshnaaddala4295]

👍

[@rccdesign591]

Please sir pdf bhegeye

[@mahendradhami1309]

Book name??

[@poovarasanpoovarasan8033]

Hi

[@BrajeshKumar-mz4xx]

Sir Hindi language

[@nehabiswas6993]

Ans nikalta nhi hain

[@Hello_family111]

Mulim page no of values u got that 0.138fckbd plz it’s urgent

[@structuralanalysisanddesign]

Its taken from Page no. 96 of IS 456 by substituting Xumax/d value for appropriate steel grade