Part 2: BS 6399 Wind Load Example (Wind Dynamic Pressure)

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  • เผยแพร่เมื่อ 8 พ.ค. 2020
  • Part 2: Wind Load Example. Here you find the determination of wind site speed, effective speed and dynamic pressure as per BS 6399-2.

ความคิดเห็น • 27

  • @MuhammadYusuf-tr3xe
    @MuhammadYusuf-tr3xe 4 ปีที่แล้ว +3

    This is the best explanation I've had so far on this topic. God bless you sir. Jazakallahu khairan

  • @abhijeetbhatnagar3562
    @abhijeetbhatnagar3562 3 ปีที่แล้ว +1

    Very well explained, it is very useful for Graduate Civil and Structural Engineers who don't have much practical experience with BS 6399-2 Wind Loading Code. Thank you for making this video.

  • @sangmolandry977
    @sangmolandry977 ปีที่แล้ว

    simply the best
    greetings from Cameroon

  • @tajsay
    @tajsay 3 ปีที่แล้ว

    A wonderful explanation for the wind analysis I have ever seen on TH-cam... Please keep posting. Your explanation is unique. Many thanks again

  • @rahmanrahmani2896
    @rahmanrahmani2896 4 ปีที่แล้ว

    An excellent presentation and appreciated. I will pass it to colleagues and friends. Keep up the good work !!!

  • @sadeeqisah9420
    @sadeeqisah9420 4 ปีที่แล้ว +1

    Saalamu alaikum your presentations are very concise. We can't wait for part 3 and more vids on BS6399 Jazakallahu Khairan 2

  • @charlesomwoyo5904
    @charlesomwoyo5904 2 ปีที่แล้ว +1

    very well explained

  • @rizwanabdulrahiman8376
    @rizwanabdulrahiman8376 2 ปีที่แล้ว

    EXTREMLEY GREAT EXPLANANTION, ITS VERY USEFUL FOR BEGINNERS LIKE ME. THANK U SO MUCH

  • @michaelchomba2292
    @michaelchomba2292 4 ปีที่แล้ว

    Wonderful presentation,clear & concise..thanks for yo efforts.

  • @kennyomega8937
    @kennyomega8937 ปีที่แล้ว

    Thank you so much

  • @paulmwangi5061
    @paulmwangi5061 3 ปีที่แล้ว

    Thank you sir for this great presntation.

  • @Structure-Dubai
    @Structure-Dubai 3 ปีที่แล้ว

    sir thank you for this master piece

  • @HaMa-hx7ef
    @HaMa-hx7ef 2 ปีที่แล้ว

    It is a very helpful video
    Thanks alot brother

  • @safiyamunther4061
    @safiyamunther4061 ปีที่แล้ว

    why in this case we did not consider the structure to be (welded steel unclad frames) that has Kb value equals to 8?

  • @swamy084
    @swamy084 2 ปีที่แล้ว

    hi sir can explain how to consider taper section depth?

  • @alexanders2815
    @alexanders2815 3 ปีที่แล้ว

    Is the Vb in muscat map is based on hourly mean or 3gust wind?

  • @sndesigncentre4011
    @sndesigncentre4011 3 ปีที่แล้ว

    Nice tutorial, can you explain wind load for mono pitch roof canopy

  • @rahmanrahmani2896
    @rahmanrahmani2896 4 ปีที่แล้ว

    Could you please tell me when are you going to upload part 3 of wind loading. Your presentation are exceptional good in all your U-Tube videos. Thank you !!!

  • @letsbuild1643
    @letsbuild1643 4 ปีที่แล้ว

    Hi, your presentation was on point but when are you going to upload part 3

  • @user-rh5bf3yi5m
    @user-rh5bf3yi5m ปีที่แล้ว

    Hey there! Very helpful video, i would like you to tell me how to design my 3-D building with zones on it ! Thank you very much!

  • @akalanka76
    @akalanka76 4 ปีที่แล้ว

    HI , WHEN ARE YOU DOING PART 3 OF WIND LOADING

  • @user-wc1zh3nz8j
    @user-wc1zh3nz8j 3 ปีที่แล้ว

    ممكن تشرح تصميم منشأت معدنية بالكود البريطاني يدويا

    • @abdullahalmahruqi1976
      @abdullahalmahruqi1976  3 ปีที่แล้ว +1

      بحاول اغطي الممكن عزيزي, ان شاء الله بيكون لنا حسابات في هذي المنشأت