Complete Flat slab analysis and design in Etabs | etabs tutorial for beginners | etabs 2016

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  • เผยแพร่เมื่อ 4 ต.ค. 2024
  • Complete Flat slab analysis and design in Etabs | etabs tutorial for beginners | etabs 2016
    Complete Flat slab analysis and design in Etabs | etabs tutorial for beginners | full Etabs series video | tall building analysis in etabs| sesmic analysis in etabs|response spectrum method in Etabs |
    In this video, I have given information on the flat slab.
    I am talking about in this How are flat slabs designed and analysed . I am using linear static method and in this video also i am talking about how to read detailing drawings in the structures.
    For ppt,gate notes, project report then visit this website
    martcost.com/
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    Etabs, Etabs 2016, Etabs Solution, Etabs Solutions, Tough question, important question etabs, best video tutorial, tutorials on etabs, etabs tutorials

ความคิดเห็น • 64

  • @visionazadi5505
    @visionazadi5505 4 ปีที่แล้ว +1

    🙏 thank you so much sir for giving a more useful knowledge on flat slab designing 🙏🙏🙏

  • @Soulful_Mind07
    @Soulful_Mind07 4 ปีที่แล้ว +1

    Good content......
    Clear sound 👍.......
    Thanks sir for this video

  • @subhashvishnoi7235
    @subhashvishnoi7235 4 ปีที่แล้ว +1

    best lecture on Etab 👌👌

  • @denismatenge1954
    @denismatenge1954 2 ปีที่แล้ว

    Very informative , thank you so much

  • @anandakamble4118
    @anandakamble4118 3 ปีที่แล้ว +1

    very good presentation

  • @anuragkumarpandey7009
    @anuragkumarpandey7009 4 ปีที่แล้ว +1

    Thanku very much

  • @harshalpanchal230
    @harshalpanchal230 4 ปีที่แล้ว +1

    Good content and useful to understand analysis and design

  • @krishnajoshi720
    @krishnajoshi720 4 ปีที่แล้ว +1

    Good topic

  • @RajeshSaini-vb8qe
    @RajeshSaini-vb8qe 4 ปีที่แล้ว +1

    Vry useful

  • @kushyadav9936
    @kushyadav9936 4 ปีที่แล้ว +1

    thanks

  • @saurabhranjan1113
    @saurabhranjan1113 4 ปีที่แล้ว +1

    Great job bro👍

  • @varsharani8691
    @varsharani8691 4 ปีที่แล้ว +1

    Great work.
    All the best 👍👍😊

  • @mohammedimranlicensedstruc1236
    @mohammedimranlicensedstruc1236 4 ปีที่แล้ว

    1) It would have been great if detailing of slab was discussed,
    2) At drops is their possibility of slab and drop occurrence ? Do we need to delete slab part ? I have seen in some tutorial doing so.
    Will be waiting for your reply.

  • @gaffarsk90
    @gaffarsk90 4 ปีที่แล้ว +1

    Thank you

  • @visheshtasingh791
    @visheshtasingh791 4 ปีที่แล้ว +1

    Faboulous work bro

  • @amitaslia2054
    @amitaslia2054 4 ปีที่แล้ว +1

    nice work brother 👏👏

  • @Movie-zill
    @Movie-zill 4 ปีที่แล้ว +1

    Doing great 👌

  • @Vikramsingh-mo7iw
    @Vikramsingh-mo7iw 4 ปีที่แล้ว +1

    Gd job bro

  • @shubhamgurjar5811
    @shubhamgurjar5811 4 ปีที่แล้ว +1

    suprb bhai 👌👌👌

  • @abhijitsawwalakhe5788
    @abhijitsawwalakhe5788 3 ปีที่แล้ว

    In etab slab design which one is maximum bending moment M11 M12 or last one ?

  • @aneettavarghese5060
    @aneettavarghese5060 3 ปีที่แล้ว +1

    Sir can u pls make a video about design and analysis of waffleslab using etabs

  • @shubhamzunjepatil143
    @shubhamzunjepatil143 2 ปีที่แล้ว

    sir can we get the material quantity without csi detailing softwere in etabs 2018

  • @dungarsingh1426
    @dungarsingh1426 4 ปีที่แล้ว

    Nice bro well explained

  • @pravinkhinchi4276
    @pravinkhinchi4276 4 ปีที่แล้ว +1

    Mast sir

  • @gaganpatidar9907
    @gaganpatidar9907 4 ปีที่แล้ว +3

    How to do slab detailing from the given reinforcement area . Not by the csidetail.

  • @shubhamzunjepatil143
    @shubhamzunjepatil143 2 ปีที่แล้ว

    how did you check the load assigned or not

  • @shwetadighe1456
    @shwetadighe1456 3 ปีที่แล้ว

    Sir can u tell me how u take the check for dead load and live load is assign or not..

  • @Pooja-js1ve
    @Pooja-js1ve 3 ปีที่แล้ว

    While...defining structural system property(column,slab,drop)...by selecting flat slab....i m getting...an abnormal condition has occurred...how to solve that..pls rply sie

  • @krishnadevineni1200
    @krishnadevineni1200 3 ปีที่แล้ว

    after 12:11 I'm not getting the warning message , my mouse is not accepting in it

  • @shantanugirme3031
    @shantanugirme3031 3 ปีที่แล้ว

    bro i have 2017 etab, there is no option for detailing what can i do for that? help me

  • @LuckySingh-qq9qy
    @LuckySingh-qq9qy 4 ปีที่แล้ว +1

    sir why u not taking properties modifier to slab

    • @CivilSoftwareTutorials
      @CivilSoftwareTutorials  4 ปีที่แล้ว

      Yes brother.
      You are correct. Sorry I forgot. According to IS,aisc,euro,china code you have to take property modifier for column-0.7ig , for beam-0.35ig , for slabs-0.25ig, for wall-0.70ig. Next time i will keep this mistake in my mind . Thanks for asking this question.

    • @LuckySingh-qq9qy
      @LuckySingh-qq9qy 4 ปีที่แล้ว +1

      , @@CivilSoftwareTutorials in this course would you complete all the design aspect of building like shear wall, mat footing, combined, isolate, p delta analysis, would u make live project on high rise building in real life project.

    • @CivilSoftwareTutorials
      @CivilSoftwareTutorials  4 ปีที่แล้ว

      Yes i will do everything step by step
      Actually my main focous on season analysis of tall structures using shear wall , bracing and providing damper. But to get here, I have to clear a lot which I am doing right now from the beginning.

    • @LuckySingh-qq9qy
      @LuckySingh-qq9qy 4 ปีที่แล้ว +1

      @@CivilSoftwareTutorials thanx sir

    • @CivilSoftwareTutorials
      @CivilSoftwareTutorials  4 ปีที่แล้ว +1

      Anytime 😊

  • @xmanunlimited2508
    @xmanunlimited2508 3 ปีที่แล้ว

    Add some brick line load and storage area as SDL in any small area of slab . Your flat slab model is too simple.

  • @mitikushimelis5946
    @mitikushimelis5946 2 ปีที่แล้ว

    👏👏👏👏👏👏👋👌👌👌👌👌👌👌👌👌👌👌👌👍👍👍👍👍👍

  • @dreamscomestrueforme
    @dreamscomestrueforme 4 หลายเดือนก่อน

    But you did not check or shown in this video abt punching shear check ?