Master Wind Load Calculations (the quickest method)

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*This video is not sponsored. Some product links are affiliate links which means if you buy something, I'll receive a small commission from qualifying purchases at no additional cost to you.

*Rômulo de Carvalho Silva, PE is a project engineer working for a corporate company. This video and this channel does not necessarily reflect the opinion nor beliefs of the company and are for entertainment purposes only. All thoughts expressed are purely his own observations and experiences.

[waynewang]

very informative and clear video, keep it up man!

[TrangNguyen-wb]

thanks for this video! It 's really useful for me!

[JulieFreund]

Great video. Do you have one for Components and Cladding? Breaking these topics is so helpful and engaging. Keep it up!

[dcvo]

Great video. Wind is so much more complex than seismic. Lucky most of my design is seismic governed

[alexgalan]

Bravo!! for me, It was a perfect explanation. I hope you can show us the other methods or someone else can tell me where I can find them.

[johnkennedy]

I have the ASCE 7-22, and there is no section 28.5 and I can't find anything on the simplified design method. Can someone please educate me if ASCE no longer allows the simplified method if the state uses the ASCE 7-22? Also, the wind loads are considerably higher in the 7-22 ASCE Hazard Tool online than in the 7-16.

Edit: I did some additional research and yes, 7-22 eliminated the simplified method in chapter 28.

[johnkennedy]

So you use the Lambda factor to adjust the Exposure B p30 values for this building being in Exposure C and not 30ft tall?

[venkatesh]

Please do topics on connection for all members. How to calculate spacing simpson h2.5a, a34clip, nailing spacing, etc., i have confusion on designing this due to what load to be consider and procedure for calculation.