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Part 1: BS 6399 Wind Load Example (Introduction)

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  • čas přidán 2. 05. 2020
  • Here is an example of a wind load calculation as per BS 6399-2.
    This part 1 gives an overall introduction.

Komentáře • 20

  • @leontheik669
    @leontheik669 Před 3 lety +2

    You make us always reduce the freight and stress on the subject by saying "it is not difficult, it is very very easy", etc. It is so wonderful teaching and special benevolence to students! thank you so much....

  • @alialkhaldi90
    @alialkhaldi90 Před 2 lety

    هلا عبدالله ، اليوم اكمل ثاني اسبوع دوام في ارامكو السعوديه اكبر شركه بالعالم جاتني اول case اليوم وكنت سعيد جدا بس للاسف نسيت كيف احسب wind load كتبت خذيت كتاب structure analysis ومافهمت كم حاجه وفتحت اليوتيوب ولقيت مقطعك و فهمت كل شيء ، الموضوع كان شخصي بالنسبه لي لانها اول task يجيني . شكرا لك و كتب الله اجرك و دعيت لك من قلبي ❤️

  • @martinm9813
    @martinm9813 Před 2 lety

    Excellent work....very informative!

  • @abrahamgeresu5557
    @abrahamgeresu5557 Před 2 lety

    Please add another videos of wind load patterns in all direction (if wind ward is in x ,-ve x,y and +y )on sap or etabs because you're presentations and accent are clear and interesting

  • @nwanneorekyeh239
    @nwanneorekyeh239 Před 4 lety

    Thanks for this.

  • @SO-th8gc
    @SO-th8gc Před 3 lety +1

    Bro...love the video!! And thanks for doing it in English 😃

  • @mimozi5237
    @mimozi5237 Před 2 lety

    Very helpful thank you so much

  • @fahadyaqoob4332
    @fahadyaqoob4332 Před 3 lety

    Can you please tell me, in which case we use unclad frame for kb factor?

  • @rahmanrahmani2896
    @rahmanrahmani2896 Před 4 lety +2

    Excellent presentation. BS6399 is superseded by EC1 - Part4. Therefore, it would have been very helpful if you have used Euro-Codes instead of BS. Since June 2010 it is compulsory to use EC for all new structures unless you have departure from the clients NOT to use it. BS are still valid for assessment work! Thank you

    • @abdullahalmahruqi1976
      @abdullahalmahruqi1976  Před 4 lety +3

      It's because here we are still using BS 6399-2. It's is yet a good practice, all have the almost the same principles.

    • @michaelacheampong2869
      @michaelacheampong2869 Před 3 lety

      @@abdullahalmahruqi1976 We still using it so it is very welcome

  • @drsnomr
    @drsnomr Před 2 lety

    what if there are openings at both sides instead of just one ?

  • @MOHAMED-ADEN
    @MOHAMED-ADEN Před měsícem

    Length=47.5m?

  • @s.c.1903
    @s.c.1903 Před 3 lety

    What about wind in oblique directions?

  • @keshavgopaul5491
    @keshavgopaul5491 Před 2 lety

    Thank you sir, please tell me from which book is this example taken from?

  • @mohammadanasbeg5000
    @mohammadanasbeg5000 Před 2 lety

    wa-Alykum Assalam

  • @himodesweet6726
    @himodesweet6726 Před 4 lety

    uعاشت ايدك الف شكر لو فيك تحكي عربي