How To Determine If A Diaphragm Is FLEXIBLE or RIGID Per ASCE 7-16 | Part 1 of 2
6.2 هزار بار بازدید -
2 سال پیش
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Part 5.1 of our FULL
Part 5.1 of our FULL BUILDING design example. this one is a 2 part-er people! We tackle calculating, engineering, and designing our concrete shear wall story drift. This is a full wood / tilt-up design example under seismic design criteria. We use the ASCE 7-16 and ACI as well as a few other tricks to determine if our diaphragm is flexible of rigid per the ASCE 7-16.
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Disclaimers: Richard Racz, P.E. does not hold the title "structural engineer". Any claim of it in the videos or descriptions is unintentional and is superseded by the title "civil engineer" in the states of MA and OR.
The Kestävä YouTube page is intended for informational purposes only. Nothing contained in, or provided through, this YouTube page is intended to constitute advice, or to serve as a substitute for the advice of an engineering professional. Any reliance you place on such information is strictly at your own risk.
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#drift #structuralengineering #kestavaengineering
SUBSCRIBE TO KESTÄVÄ’S YOUTUBE CHANNEL 👇
@kestava_engineering
JOIN THE PORUKKA GANG 👇
@kestava_engineering
School of PE Affiliate Link for those Wanting More Material!👇
https://www.schoolofpe.com/?ref=richa...
For business inquiries email: [email protected]
Connect with me on LinkedIn 👇
LinkedIn: richard-racz-pe-620b1792
If you Want to Tip Through Brave Browser - I'm a Verified Creator! 👇
(I am not affiliated or receive compensation from Brave)
.
.
.
.
.
.
.
.
.
Disclaimers: Richard Racz, P.E. does not hold the title "structural engineer". Any claim of it in the videos or descriptions is unintentional and is superseded by the title "civil engineer" in the states of MA and OR.
The Kestävä YouTube page is intended for informational purposes only. Nothing contained in, or provided through, this YouTube page is intended to constitute advice, or to serve as a substitute for the advice of an engineering professional. Any reliance you place on such information is strictly at your own risk.
Under no circumstances will Kestävä be responsible or liable in any way for any content, including but not limited to, any errors or omissions in the content, or for any loss or damage of any kind incurred as a result of any content communicated on this YouTube page.
#drift #structuralengineering #kestavaengineering
2 سال پیش
در تاریخ 1401/02/02 منتشر شده
است.
6,296
بـار بازدید شده