Part 3: BS 6399 Wind Load Example (Internal & External Wind Pressure Coefficients) 

Excellent presentation and I will forward it to friends and colleagues. Thank you and appreciated and look forward to the last part of it !!

Your videos have been of great help as i prepare for my finals. Be blessed

This is a very nice presentation boss . Patiently waiting for part 4 🔥

About to sit for my professional exams and this series of lectures are great! Blessed my guy.... part 4 👋

الله يعطيك العافية ويوفقك على الشرح الجميل

very well explained ...eagerly waiting for part 4 ..

شكراً جزيلاً .. الله يسعدك 🌸 . شرح جميل جداً .

I think there is a mistake in calculating scaling length for side walls associated with 90 wind direction. Since b=2x12=24m the results as per code specifications should be as following, A=4.8m, B=19.2m , C=21m. Please correct me if I'm wrong.

ممكن تشرح تصميم المنشأت المعدنية باستخدام الكود البريطاني يدويا وشكرا على حسن ردكم

Thank You

good job.

Perfect Can you attache the documents which you used in the presentation??

Very informative. But Where is the other parts??

Thanks. Please how do you get Cpi for an Open ended Building?

Great, the voice though

bro..fourth part?