Slab Design in STAAD Pro Software

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  • เผยแพร่เมื่อ 4 ต.ค. 2024
  • In this Video lecture you are able to learn about Analysis and Designing of RCC Slab by using STAAD Pro V8i Software.
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ความคิดเห็น • 45

  • @atuljadhav666
    @atuljadhav666 5 ปีที่แล้ว +1

    nice presentation easy to get all basic info about design using staad

  • @knowledgehub2828
    @knowledgehub2828 4 ปีที่แล้ว +2

    Sir, you are doing great work by sharing your knowledge

  • @abc-e.c
    @abc-e.c 3 ปีที่แล้ว

    Very Nice Video
    Important Information
    Thanks Sir

  • @saratchander1071
    @saratchander1071 4 ปีที่แล้ว +1

    Dear Shravan, could you please advise the steps to apply loads to a inclined raft of a sewage pumping station. Precisely to load inclined surface
    Shall be great full.
    Regards

  • @iftikharkhan8403
    @iftikharkhan8403 3 ปีที่แล้ว +3

    why you didnt take IS456 for slab design you have taken BS8007

  • @TanmoyGhoraidperfectnst
    @TanmoyGhoraidperfectnst 5 ปีที่แล้ว +1

    Shravan, thanks for all tutorials. It will be great if you can upload any video for solar module mount structures (sections will be cold formed steel (IS 801), and please show also after analyzing how to look into critical forces and moments to design particular sections (like column, foundation), how to check slenderness ratio,utilization ratio, deflection etc. (critical parameters), thanks

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    • @rafaellanden2159
      @rafaellanden2159 3 ปีที่แล้ว

      @Christian Roberto Instablaster ;)

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      @christianroberto9552 3 ปีที่แล้ว

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    • @christianroberto9552
      @christianroberto9552 3 ปีที่แล้ว

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    • @rafaellanden2159
      @rafaellanden2159 3 ปีที่แล้ว

      @Christian Roberto no problem xD

  • @chandrasekharj2470
    @chandrasekharj2470 5 ปีที่แล้ว +2

    Hi
    Am one of the subscriber of ur channel.ur efforts are good y because ur sharing ur knowledge to other.now wat my doubt is y ur choose BS CODES.IS 456 is available to design RCC structures right then also ur choosing bs codes

    • @civilengineeringbyshravan9596
      @civilengineeringbyshravan9596  5 ปีที่แล้ว +1

      Thank you for your valuable question my dear friend chandrashekar when u design by using IS 456 2000 it will not give Reinforcement bar sizes and design it will only show you the longitudinal and transitional Reinforcement in sq-m for particular elements so that’s Y I was considered B.S. code.

  • @ArifKhan-zn8rj
    @ArifKhan-zn8rj 4 ปีที่แล้ว +1

    Nyc video

  • @rajubhukya8380
    @rajubhukya8380 5 ปีที่แล้ว +1

    Explain is good

  • @rakeshKumar-of7yk
    @rakeshKumar-of7yk ปีที่แล้ว +1

    Its better if any one can explain how to extract the results of plate moment n work out the area of steel

  • @mdtorikul6801
    @mdtorikul6801 3 ปีที่แล้ว

    thank you sir

  • @avanisnair3669
    @avanisnair3669 3 ปีที่แล้ว

    Sir. Why didn't you choose the IS 456 Code for slab design ?

  • @suryanayakkatroth6014
    @suryanayakkatroth6014 5 ปีที่แล้ว +1

    Nice

  • @androidguy7000
    @androidguy7000 5 ปีที่แล้ว +1

    Please help me with reading this report. How to conclude steel along long span and short span using this report? Also what about bent up bars information?

    • @civilengineeringbyshravan9596
      @civilengineeringbyshravan9596  5 ปีที่แล้ว

      Hi friend sorry for the delay
      In STAAD Pro output file it will show u the Ast required and moments for the respected slab element. For example if i get the Reinforcement bars of 16mm dia. Then we will assume for our safety 18mm (we need to take the reinforcement required for the slab is greater than the Ast (in Out put file) along Short span and long span. As per my knowledge STAAD Pro does't show u about the bend up bars information...........

  • @ranjansah9650
    @ranjansah9650 2 ปีที่แล้ว

    Which type of cose u used like BS 8007

  • @agrawal717
    @agrawal717 3 ปีที่แล้ว

    Why didn't you design using is456??
    I was designing using above code in the same manner you taught. But it was showing plate elements not designed. Plz help

    • @Karan-qo8tf
      @Karan-qo8tf 2 ปีที่แล้ว +1

      IS 456 IS NOT FOR ROOF

  • @khwong4437
    @khwong4437 3 ปีที่แล้ว

    If i look at your STAADPRO V8i SS6 you have BS8110 but my staad no have as per help explaination "Design of members per BS8110-1:1997 requires the STAAD UK Super Code SELECT Code Pack". How do get a free pack and addinto my Staad?

  • @erprakashchand6371
    @erprakashchand6371 2 ปีที่แล้ว

    Can you please tell me how to do permanent this trail version

  • @ranjansah9650
    @ranjansah9650 2 ปีที่แล้ว

    And which command is use to design reinforcement of slab

  • @suliman9058
    @suliman9058 3 ปีที่แล้ว

    sir how can i get the stresses in tabular form as in the maximum and the minimum 6:13

  • @ranjansah9650
    @ranjansah9650 2 ปีที่แล้ว

    Actually i confused
    What is 'add 4 note plate' and 'generate surface maahing'and 'create parametric model'
    Because you used thrice in diffrent diffrent video

  • @akshaykapale64
    @akshaykapale64 4 ปีที่แล้ว

    How can slab steel check in staadpro

  • @polikari
    @polikari 4 ปีที่แล้ว +2

    if you can make a another video, without 'ok' ok ok ok!? it would be better, Sorry shravan.

    • @civilengineeringbyshravan9596
      @civilengineeringbyshravan9596  4 ปีที่แล้ว +1

      I am really sorry for that my dear frd I was deleted that word after that video 🤦🏻‍♂️😟

    • @polikari
      @polikari 4 ปีที่แล้ว +1

      @@civilengineeringbyshravan9596, don't warry shravan, you make very good videos. You are a good structural engineer and STAAD user.

  • @madankumar6466
    @madankumar6466 5 ปีที่แล้ว

    where is the deflection check ???

  • @er.rajatkumarsingh5611
    @er.rajatkumarsingh5611 2 ปีที่แล้ว

    Rebar deteling kese dekhe ge

  • @reddyrajesh9918
    @reddyrajesh9918 3 ปีที่แล้ว

    Sir we need staad pro v8i cracked version

  • @venkatsmart5070
    @venkatsmart5070 4 ปีที่แล้ว

    Reinforcement details

  • @bhupendrakumarpatel7490
    @bhupendrakumarpatel7490 7 วันที่ผ่านมา

    SLAB DESIGN IS WRONG. DEAD LOAD AND LIVE LOAD ARE ACTING SIMULTANOUSLY, YOU SHOLUD TAKE LOAD COMBINATION WITH LOAD FACTOR.

  • @alphazone1760
    @alphazone1760 4 ปีที่แล้ว

    too fast