Last Part: BS 6399 Wind Load Example (Net Surface Pressure)

Here is the last part of Wind Load Calculation Example as per BS 6399-2.

[@anayoeze6109]

Probably the best video on wind loading on CZcams 👏

[@skyonlineacademy4195]

Thanks a lot. this was very informing and educative presentation. wind analysis is length and complex but you made it easy. Greetings from Nairobi Kenya. May Allah Bless your knowledge

[@martinm9813]

Great video. Nice work. Very informative!

[@kasturchakraborty]

Great video. Thank you for making the effort to share knowledge.

[@johnpeter745]

This was very helpful and well presented. Thanks alot

[@danmuchwanju1757]

Thank you so much. Your explanations are clear and precise. Please do earthquake analysis

[@anayoeze6109]

I wish you do something on directional method with emphasis on how to determine the orientation of site and the building.

[@ericakinkunmi1620]

brilliant!!

[@krishan658]

Thank you very much.

[@teamkamahboss]

the best

[@markmusk521]

this is helpful thanks.

[@desalegnbogale261]

good job.

[@rabakasultana3065]

Many thanks brother

[@gue_om]

very nice explanation, can you explain open side building as consider any type of steel car parking please

[@Jaguar48h]

Thank you very much Mr. Abdullah. are you going to make another video for calculating wind loads with a software's like Strap (Atir) ?

[@vaithivsv]

This is very helpful thanks. How to determine the cases. Or we should apply all the cases for warehouse or aircraft hanger.

[@abdullahalmahruqi1976]

Yes, you should apply all the cases and take the most onerous one.

[@desalegnbogale261]

please upload flanged beam design (t beam) thankyou