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- เผยแพร่เมื่อ 26 ก.ค. 2024
- 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 Any claim of it in the videos or descriptions is unintentional and is superseded by the title "civil engineer" in the states of MA and OR.
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#drift #structuralengineering #kestavaengineering
Great work thanks for your effort ❤️
How did you get the Vult without determiningg first if the lateral forces are distributed based on tributary or stiffness? Shouldn't you first check if they are flexible or rigid and based on that calculate lateral force on each shear wall?
Great video!Thank you a lot! In case that i have very stiff shear walls in the corners and a few columns between them (starting from the middle of the span) , i have to consider column deflection to average drift of vertical elements?
When you say “average” story drift do you mean averaging each story within a building.
Also if some stories have much smaller/larger floor area than others, do you do a weighted average based on floor area?
Thanks again for another awesome video.
Great video as usual, Rich. Did you compete at the Head of the Charles Regatta? I was lucky enough to be there in 1997 in a LWT8. It was quite a treat coming from a California school. I loved my years rowing in college.
I did! 2016 I rowed the club 4
Ooooh i see that HOCR logo!! Hello from one rower to anothaaa!
Right back at chay!
Hi! Thanks a lot for your continuous effort.
I have a general question: i will take the PE Civil Water.
If I encounter a construction problem when I choose the Water Discipline , is it the same difficulty as problems in the construction discipline exam?
Let’s say again I take the water discipline, would be a problem about soil and geotechnical, be the same difficulty as I take the geotechnical discipline?!
I have this concert because my major in BSc was environmental engineering and we didn’t take any transportation or geotechnical courses. I did the practice exam issued by NCEES for water discipline and I found the problems regarding soil, geotechnical, and transportation are difficult because I don’t have prior knowledge.
So i am planning to get the basic of these topics by reviewing practice problems from geotechnical discipline and transportation discipline that are here in youtube.
I hope my concern is clear to you. It is about how to prepare for subjects you didn’t take in your undergraduate courses.
example starts at 3:43 :)
doin the lords work my guy! I gotta trim these down