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

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  • Опубліковано 6 січ 2025
  • 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

КОМЕНТАРІ • 129

  • @aliyuumarsaidu5351
    @aliyuumarsaidu5351 Рік тому +3

    Thank you so much for impacting knowledge to the peoples

  • @Dineshkumar-gw7mo
    @Dineshkumar-gw7mo 4 роки тому +5

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

  • @Gaurang_Khatri
    @Gaurang_Khatri Рік тому +4

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

  • @aliyuumarsaidu5351
    @aliyuumarsaidu5351 6 місяців тому

    Thank you so much prof. For sharing the knowledge

  • @bijkumar8510
    @bijkumar8510 4 роки тому +2

    Sir you are very grateful teaching

  • @RoshanLal-uq6hq
    @RoshanLal-uq6hq Місяць тому

    Thank You SirJi❤🙏🌷

  • @kuladipdas7683
    @kuladipdas7683 Місяць тому +1

    Nice book sir 😮😮

  • @shashank_d_a
    @shashank_d_a 2 роки тому

    Thank you so much sir 😊. Want more videos please

  • @RohitYadav-pt8yd
    @RohitYadav-pt8yd 5 років тому +1

    tq sir nad khula..😊💥

  • @user-ch1qo6dl7y
    @user-ch1qo6dl7y 2 роки тому +2

    Sir dil de thank you 😊😊

  • @HashemAljifri515
    @HashemAljifri515 3 місяці тому

    Sir will the formulas change if we considered the American units (lb, ft, in)?

  • @creativeventure9164
    @creativeventure9164 2 роки тому +3

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

  • @vamsiteja9184
    @vamsiteja9184 4 роки тому +2

    Super explanation

  • @lalremruata544
    @lalremruata544 4 місяці тому

    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 ?

  • @sathyabalasundaram1801
    @sathyabalasundaram1801 2 роки тому +3

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

  • @PavanKumar-jp2ht
    @PavanKumar-jp2ht 3 роки тому +2

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

  • @akashgaming6090
    @akashgaming6090 2 роки тому +1

    How to calculate working moment is given?

  • @kingbisanka9689
    @kingbisanka9689 4 роки тому +4

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

    • @structuralanalysisanddesign
      @structuralanalysisanddesign  4 роки тому

      Thanks for the appreciation, SP document???

    • @kingbisanka9689
      @kingbisanka9689 4 роки тому

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

  • @mizopanga
    @mizopanga 3 роки тому

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

  • @Rimjhimvideo
    @Rimjhimvideo 2 роки тому

    Thanks🙏🙏🙏🙏

  • @rahulmaurya9003
    @rahulmaurya9003 4 роки тому +1

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

  • @sahilyousaf9265
    @sahilyousaf9265 4 роки тому +1

    Sir, where did you get xu value

  • @Maheshbabubora
    @Maheshbabubora 3 роки тому +2

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

  • @ndtech8170
    @ndtech8170 2 роки тому +1

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

  • @Hello_family111
    @Hello_family111 Рік тому +2

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

  • @banoththarun512
    @banoththarun512 Рік тому

    Sir what about the problem when supporting of udl

  • @bananimondal9389
    @bananimondal9389 2 роки тому

    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.

  • @tejasparate1085
    @tejasparate1085 4 роки тому +3

    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
      @theexecutioner3510 2 роки тому +1

      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
      @Gaurang_Khatri Рік тому

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

    • @theexecutioner3510
      @theexecutioner3510 Рік тому

      ​@@Gaurang_Khatri hai. Baad mey batata hun.

    • @theexecutioner3510
      @theexecutioner3510 Рік тому

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

    • @Gaurang_Khatri
      @Gaurang_Khatri Рік тому

      @@theexecutioner3510 Achaa . Thank u very much

  • @mohsinmanzoor9167
    @mohsinmanzoor9167 5 років тому +1

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

  • @dodouniquelife9725
    @dodouniquelife9725 2 роки тому

    Thank You Very Much

  • @gdineshsai1326
    @gdineshsai1326 4 роки тому +1

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

  • @abverma5636
    @abverma5636 Рік тому +1

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

  • @shyamalkumar4767
    @shyamalkumar4767 Рік тому

    What is number of steel and it's layout.

  • @rakshitshetty7084
    @rakshitshetty7084 3 роки тому +1

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

    • @dipakrohit5993
      @dipakrohit5993 3 роки тому

      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

  • @jigmewangmo8074
    @jigmewangmo8074 4 роки тому

    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
      @Prashuradha 3 роки тому

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

  • @harishhari6250
    @harishhari6250 3 роки тому

    How to find that factored moment

  • @riyaawati5344
    @riyaawati5344 2 роки тому +1

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

  • @prabhucivil5394
    @prabhucivil5394 Рік тому

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

  • @Hemant054
    @Hemant054 3 роки тому

    Love u sir

  • @pragyanparamita4733
    @pragyanparamita4733 4 роки тому +3

    We will not calculate shear reinforcements?? In doubly reinforcement

  • @hemanth._gowda
    @hemanth._gowda 3 роки тому +1

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

  • @kumarags9256
    @kumarags9256 Рік тому

    Thank you sir

  • @SantoshKumar-xz7im
    @SantoshKumar-xz7im 4 роки тому

    Ty sir ji❤❤

  • @sumeetkalal6454
    @sumeetkalal6454 2 роки тому

    Thank you

  • @gixerriders1993
    @gixerriders1993 5 років тому +1

    Upload continuous beam design also plz with codal provision

  • @navneetyadav5782
    @navneetyadav5782 2 роки тому +1

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

  • @ashwiniv9874
    @ashwiniv9874 2 роки тому

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

  • @narojamir1931
    @narojamir1931 4 роки тому +2

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

  • @sreerejm8540
    @sreerejm8540 4 роки тому

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

  • @Rk003prk
    @Rk003prk 4 роки тому +1

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

    • @structuralanalysisanddesign
      @structuralanalysisanddesign  4 роки тому +1

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

    • @Rk003prk
      @Rk003prk 4 роки тому

      @@structuralanalysisanddesign yes sir

  • @erhasan6055
    @erhasan6055 4 роки тому +1

    How to decide size of beam...

  • @tthimmanagoudattgouda3252
    @tthimmanagoudattgouda3252 3 роки тому

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

  • @prabhucivil5394
    @prabhucivil5394 Рік тому

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

  • @jeevangowda5419
    @jeevangowda5419 4 роки тому +1

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

  • @awaljotkaur6854
    @awaljotkaur6854 2 роки тому +2

    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?

  • @fitz4998
    @fitz4998 Рік тому +1

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

  • @prasannalakshmikondapalli667
    @prasannalakshmikondapalli667 4 роки тому +2

    tq sir

  • @khondokerazizulhaque357
    @khondokerazizulhaque357 2 роки тому

    Nice

  • @swapnajkjk4856
    @swapnajkjk4856 4 роки тому

    How the assumed the cover

  • @akhillanka4279
    @akhillanka4279 5 років тому +1

    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
      @structuralanalysisanddesign  5 років тому +1

      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
      @akhillanka4279 5 років тому +1

      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
      @structuralanalysisanddesign  5 років тому +1

      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
      @akhillanka4279 5 років тому +1

      Sir Design of column (biaxial and uniaxial ).

    • @structuralanalysisanddesign
      @structuralanalysisanddesign  5 років тому

      Will come up with that part also soon

  • @gangadharsanta1644
    @gangadharsanta1644 4 роки тому

    I will not calculated over reinforced beam sir

  • @67siddheshtiwale12
    @67siddheshtiwale12 6 місяців тому

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

  • @udayyenke5368
    @udayyenke5368 4 роки тому

    Code books is important kada

  • @__for502
    @__for502 3 роки тому

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

  • @Mish-333
    @Mish-333 3 роки тому +2

    Good evening sir.
    Really great job that you are on UA-cam 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
      @structuralanalysisanddesign  3 роки тому +1

      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

  • @mahendradhami1309
    @mahendradhami1309 2 роки тому

    Book name??

  • @Jameer_zehan
    @Jameer_zehan 4 роки тому

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

  • @NehaBStories6993
    @NehaBStories6993 3 роки тому

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

  • @rccdesign591
    @rccdesign591 4 роки тому

    Please sir pdf bhegeye

  • @jyoshnaaddala4295
    @jyoshnaaddala4295 4 роки тому

    👍

  • @poovarasanpoovarasan8033
    @poovarasanpoovarasan8033 4 роки тому

    Hi

  • @NehaBStories6993
    @NehaBStories6993 3 роки тому

    Ans nikalta nhi hain

  • @BrajeshKumar-mz4xx
    @BrajeshKumar-mz4xx 3 роки тому +1

    Sir Hindi language