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

[@rahmanrahmani2896]

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

[@muigz207]

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

[@victorwaiyaki3236]

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

[@abdullahalmahruqi1976]

Best of luck!

[@letsbuild1643]

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

[@abdullahalmahruqi1976]

th-cam.com/video/F9F97rpmLSI/w-d-xo.html

[@safiyamunther4061]

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.

[@MaatouQ74]

الله يعطيك العافية ويوفقك على الشرح الجميل

[@tajsay]

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

[@abdullahalmahruqi1976]

soon to be uploaded dear

[@abdullahalmahruqi1976]

th-cam.com/video/F9F97rpmLSI/w-d-xo.html

[@نجمالشمال-ل9م]

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

[@omaral-hamzi9399]

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

[@mohameddilshanabdulla967]

Very informative. But Where is the other parts??

[@sameerhanna6065]

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

[@abdullahalmahruqi1976]

BS 6399-2 is available online. Google it and you will find it.

[@iCher1sh]

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

[@abdullahalmahruqi1976]

It should be under clause 2.6.3, Table 18, one open face column. Try to find examples for more clarity.

[@Engineeringask]

good job.

[@greeshmamohan8699]

Thank You

[@s.c.1903]

Great, the voice though

[@sriinockzz3681]

bro..fourth part?

[@abdullahalmahruqi1976]

soon to be available..