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....
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 ❤️
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
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 BS6399 is superseded by EC1 - Part4.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
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....
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 ❤️
Very informative. Thanks
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
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 BS6399 is superseded by EC1 - Part4.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
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.
@@abdullahalmahruqi1976 We still using it so it is very welcome
Bro...love the video!! And thanks for doing it in English 😃
Could you Do Earthquake Design?
Excellent work....very informative!
what if there are openings at both sides instead of just one ?
Length=47.5m?
Very helpful thank you so much
What about wind in oblique directions?
Can you please tell me, in which case we use unclad frame for kb factor?
Thank you sir, please tell me from which book is this example taken from?
They are from different books dear.
@@abdullahalmahruqi1976 which books are they?
Thanks for this.
wa-Alykum Assalam
uعاشت ايدك الف شكر لو فيك تحكي عربي
بحاول ن شاء الله اعمل نسخة بالعربي