How to Find Wind Velocity Pressure per ASCE 7-16 | IBC | and MORE?!
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- čas přidán 6. 08. 2024
- Team Kestävä tackles how to find wind velocity pressure per the IBC and ASCE 7-16! The first steps to wind design for a structural engineer.
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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 Any claim of it in the videos or descriptions is unintentional and is superseded by the title "civil engineer" in the states of MA and OR.
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#winddesign #structuralengineer #kestava
more wind design??? or just more candy?
so it's trick(design) or treat then. lol
keep the wind coming
maybe on how and where/when to apply the different types of methods
Second part please
Second part please. It’s a very helpful video
So would you make a Kz for each floor if you had multiple floors? I was also wondering when you're going to make a video for calculating the actual wind load? and could you make it a multi-story building? I'm interested in how each load gets distributed to each floor. Thank you so much loved the video.
Kestava,
I’ve browsed lots of engineering tutorials. Yours, by FAR, are some of the greatest. Thank you for actually showing the relevant codes. As a fellow US civil studying for the SE, I appreciate it.
Thanks again!
Wow, thanks! I always appreciate a future SE giving the channel a little praise. good luck with your studies
Hey! I just want to say thank you for taking the time to make all of these videos! As a structural EIT, your videos have been extremely helpful in explaining design concepts. When I get hung up, i start with your channel which often has what I need. Thanks again!
you're very welcome! glad your part of the team!
Interesting - you live an hour north of me! Thanks for posting these videos. A few of them have helped me my studying for the SE that I am taking over the next two days.
Glad to help! good luck and see you there!
@@Kestava_EngineeringIt was nice to meet you on Thursday! How did it go for you?
I took both vertical and lateral. Both mornings were a disaster, but the afternoon sessions (bridge) went REALLY well (I think).
good stuff
glad to see the journey continues
always Yoha - more ASCE 7 examples coming up!
Hey Rich, I'm glad to see someone creating videos for would be structural PEs! I sure wish I had these videos 8 years ago when I took it, keep up the good work! Also, PNW represent!
Great Step by Step Explanation bro, thank you so much! Your video is so helpful for us, appreciate it!
Rich. Thank you so much 🙏🙏🙏🙏🙏. Keep posting. Your hard working means a lot to me.
My pleasure Narathip - ill keep grinding
Hey kestava, love all your videos especially this one since I’m a telecommunications structural engineer so I use wind loading for everything I do. I was wondering if at some point in the future you could do a video on masonry structures. Specifically how to calculate axial/bending/shear capacities of a masonry wall. Thanks again and appreciate the videos!
oh baby baby baby - sounds like a topic I need to cover! Ill need to brush up on masonry... ya boy is rusty
Thanks for your sharing! Can you help plain about the meaning of returning period like 50 year & 700 year and convert 3 second to 1 hours please.
GREAT VID! THANKS!
thank you Michael!
I hope you make more videos on wind !
I appreciate you. Thank you very much for all your videos. They👍🏽awesome.
Please can you do videos on clad and component wind design. Also how to design shear interaction diagram by hand.
Thank you again
A video to illustrate the differences between the different wind procedures and when to use each one will be awesome. Thanks Kestava always excited to see your content.
You got it!
please! we need a video calculating Kzt, Its seems to be a little complicated, thanks!
Will do!
Thnx
Hello! Do you have a video explaining how to calculate for shear loads from a gable roof type of structure to walls?
Referencing ASCE 7-16: Is Chapter 29 the prescribed method to evaluate wind loads on square bin with a hopper? Alternatively, does a square/rectangular hopper behave like an enclosed building and hence is chapter 29 less conservative?
How do you chose between Figure 30.3-2E and 30.3-2F? I see some Engineers using 30.3-2E even when there is a small overhang.
Hi, what if the project is outside of America such as Europe, Asia, or South America, and the owner still wants to use American standard to design structures. Then how to determine the “basic wind speed” for location of project outside of America? Looking forward to your feedback, thanks!!
man.... that is a really great question. Im stumped on this one!
Random question. How do you know when to consider Cyclon/Tornado loads instead of the wind loads.
great question - the newest version of the ASCE, ASCE 7-22 has a new chapter the addresses tornado loading!
I need help with a Kzr sitte ASAP. I’m a medium high cliffs on San Juan Island Washington exposure D
Is the K2 a typo in the manual? It shows K1, K2, *K2.* Only K3 I see is the equation toward the bottom of Figure 26.8-1.
hmmmm - you got me curious. I gotta look!
@@Kestava_Engineering Previous versions show K3.
Hello, I have a question.
What "V" should I use in the qz equation (ASCE 7-16 26.10-1) Do I use Vult or Vasd ?
Vult, however you can use Vasd is other cases but you need to pay attention to how you are allowed to apply it.
@@Kestava_Engineering Thank you so much!
😃👍
CAN YOU DO A VID FOR A ROOM ADDITION?
how so? like a structural addition to an existing structure?
what is with the grim intro music? xD
it was spooky season !
please do an example with Kzt on a slope area.