Isolated Footing Design II Single Footing Design II CSI SAFE 2016

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Пікірлер: 31

  • @compositebd
    @compositebd2 жыл бұрын

    Support us by Purchasing Excel Files Related to ETABS and also by Purchasing SAFE 2016 Foundation Design course. Thanks.

  • @compositebd
    @compositebd3 жыл бұрын

    Maximum Spacing of Reinforcements should not be more than the Specified Values in Building Design Code. If such case arise, we should avoid software calculated Automatic detailing. So in this tutorial, I have also shown Footing Reinforcement design by Strip Based Method.

  • @EngineerSahinHossain
    @EngineerSahinHossain2 жыл бұрын

    Thank you

  • @compositebd

    @compositebd

    2 жыл бұрын

    Welcome.

  • @md.bayzeedhossain2923
    @md.bayzeedhossain29232 жыл бұрын

    apni ki kono video te EQ and Wind load consider kore foundation design korchen?nio korle eta niye akta video banaben please with BNBC 2020 also consider...

  • @compositebd

    @compositebd

    2 жыл бұрын

    I will try. Thanks.

  • @md.bayzeedhossain2923
    @md.bayzeedhossain29232 жыл бұрын

    @AURAB Associates apni ekhane top and Bottom Dui layer er rod detailing korchen..but hand calculatione sudu bottom rod nise...bisoyta ektu bujiye bolben please... Thank you

  • @compositebd

    @compositebd

    2 жыл бұрын

    Apni kindly full video ta mon diye dekhben and shunben. By the way, concentric isolated footing er jonno 2 layer rod dorkar nai. Thickness increase korlei Top layer er rod baad hoye jai.

  • @md.bayzeedhossain2923

    @md.bayzeedhossain2923

    2 жыл бұрын

    @@compositebd Thanks...

  • @compositebd

    @compositebd

    2 жыл бұрын

    @@md.bayzeedhossain2923 Welcome.

  • @Nazma-rc8ze
    @Nazma-rc8ze Жыл бұрын

    Sir I Follow your all videos. I inputed all data as this videos but my punching value is being different from your values. and your cover is showing 1.5" but my cover showing 2.625 in. thats why punching ratio is being diffirent. will you help me please?

  • @compositebd

    @compositebd

    Жыл бұрын

    Go to DESIGN>DESIGN PREFERENCE and Change the clear cover from there. If it matches, then it's fine. If not, then check Concrete Strength, Rebar Strength and Applied load. N.B. In real project Clear cover will be 2.5 inch for footing. Thanks.

  • @zakariakhan7246
    @zakariakhan72462 жыл бұрын

    Concentric footing er jonno to double layer reinforcement er dorkar nei?

  • @compositebd

    @compositebd

    2 жыл бұрын

    Right.

  • @proshun891
    @proshun8912 ай бұрын

    I followed everything as you did, but my punching shear value 2.08 , different from you! 😢

  • @compositebd

    @compositebd

    2 ай бұрын

    Please check the unit of loads

  • @shafiqurrahman75
    @shafiqurrahman753 жыл бұрын

    Design strip ki always 6'*6' nibo?

  • @compositebd

    @compositebd

    3 жыл бұрын

    না। নিয়মটা আমি টিউটোরিয়াল এ বলেছি।

  • @compositebd

    @compositebd

    3 жыл бұрын

    .25 L1 or. 25 L2 এর মধ্যে যেটা ছোটো সেটা ধরে Design Strip ড্র করতে পারেন।

  • @shafiqurrahman75

    @shafiqurrahman75

    3 жыл бұрын

    Thank you bhai.miss kore gechilam.

  • @compositebd

    @compositebd

    3 жыл бұрын

    @@shafiqurrahman75 Welcome.

  • @user-er6nn2ws1s
    @user-er6nn2ws1s3 жыл бұрын

    Hand calculation a double layer rod use korenai. But apni keno korlen jaben plz.

  • @compositebd

    @compositebd

    3 жыл бұрын

    Apni ki tutorial ta pura dekhsen?

  • @user-er6nn2ws1s

    @user-er6nn2ws1s

    3 жыл бұрын

    @@compositebd ji

  • @compositebd

    @compositebd

    3 жыл бұрын

    @@user-er6nn2ws1s দেখলে এমন বলার কথা না।

  • @shafiqurrahman75

    @shafiqurrahman75

    3 жыл бұрын

    Boi er math e 12-#7 lagche kintu Safe e 8-#7 lagche. Keno?

  • @compositebd

    @compositebd

    3 жыл бұрын

    @@shafiqurrahman75 SAFE এ কিন্তু Area বেশী লেগেছে এবং কম Depth এ Design Pass করেছে। পার্থক্যটা দেখানোর জন্যই টিউটোরিয়ালটা বানানো হয়েছে। আপনি Design Strip method এ Reinforcement Detailing করবেন। তাহলে আর কোনো কনফিউশন থাকবে না আপনার নিজের মধ্যে। ধন্যবাদ।

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