A little question from an Italian Engineer, do you proununce ASCE 7:16 as "ASKI" or as "ASSHI"? I use the spelling A-S-C-E (as you do on the start of the video) but there is another way to pronounce it, correct?
@Kestava_Engineering3 жыл бұрын
An Italian Engineer part of Team Kestava - I'm loving it man! I've only heard it pronounced A S C E as each of those letters are pronounced in English but I bet there are other ways! what's your experience?
@cfcalle3 жыл бұрын
We spell it A-S-C-E. Actually, we spell most of our codes. Others we call by their name, like the "Steel Manual."
@nascentnaga3 жыл бұрын
ay essy
@tl-engineering2 жыл бұрын
Thank you for your commitment on teaching us
@Kestava_Engineering2 жыл бұрын
It's my pleasure! im learning too!
@mehdisajjadi16793 жыл бұрын
thank you for sharing this, i really needed someone to explain it to me 🙏
@Kestava_Engineering3 жыл бұрын
Glad it was helpful!
@tommartin16564 жыл бұрын
As a new engineer this guide was so helpful! much appreciated
@Kestava_Engineering4 жыл бұрын
That's what my page is all about! I'm glad its been helpful for you! Always let me know if you have any questions and I'll get a video up!
@tommartin16564 жыл бұрын
@@Kestava_Engineering ACI 318 chapter 17! Anchoring to concrete :))
@andrewsworkshop Жыл бұрын
I did a thumbs up because your voice sounds enough like mine for me to understand you. I am so grateful for a fellow American "accent!"
@Kestava_Engineering Жыл бұрын
I used to have the same issue back in college!
@syriandamascene6783 жыл бұрын
Fantastic video. Thank you sir. Awesome job.
@Kestava_Engineering3 жыл бұрын
Glad you enjoyed it! thanks Syrian!
@jr34744 жыл бұрын
Thanks for sharing
@mehdi.sajadi Жыл бұрын
very well explained , thank you very much
@Kestava_Engineering Жыл бұрын
Glad you liked it
@paphinvitchrishartono9642 ай бұрын
thank you!
@Kestava_Engineering2 ай бұрын
You're welcome!
@brianherman88213 жыл бұрын
Addenda says to use linear interpolation instead of straight line - good video
@Kestava_Engineering3 жыл бұрын
yes! thank you for the catch! Hats off to you Brian
@deeppatel2342Ай бұрын
Great video! One question, if the Sm1 and SMS values were given on the ATC website, do you recommend just taking those?
@reidthesteed2 жыл бұрын
Great videos Rich. Thanks for the great explanations. Can you please go into detail on the "ground motion hazard analysis" referred to in Section 11.4.8? It appeared in your example that this additional analysis should have been required since your Site Class = D and S1 > 0.2. Maybe I'm missing something though. Anyways, I find the discussion on Site Specific Ground Motion procedures in Chapter 21 pretty confusing and looking for some guidance on how to navigate through it. Thanks!
@twigsfloat2773 Жыл бұрын
I just realized I asked the same question.
@Rashidiill Жыл бұрын
I dont know why American one is so complicated. in EU8 they are regressions coefficients and other parameters that he uses is for site amphilification due to soil type. so that first one is about data and other one is about Amphlification of wave due to different soil class.
@TheToufikzeidan2 жыл бұрын
I don’t typically comment but this was really well done. Thank you.
@Kestava_Engineering2 жыл бұрын
thank you Toufic! I want to make an updated video soon to make things even more clear!
@mukhalladmurad6877 Жыл бұрын
Thanks for clear video Please is there any guide or examples about he can apply torsional irregularity when we use response spectrum. In dynamic analysis how we can do the combinations
@leonardoalfredocr2 жыл бұрын
Good explanation! Cool channel!
@jesusmillot17264 жыл бұрын
Great videos
@Antonioprds4 жыл бұрын
Great walkthrough !
@Kestava_Engineering4 жыл бұрын
Thank you Antonio!
@twigsfloat2773 Жыл бұрын
Excellent teaching! Love the pace, it's very helpful. Thank you! In the ATC website and U.S. Seismic Design Maps website, Sm1 and Sd1 are given as null per section 11.4.8 for this address. But we need Sd1 to calculate Csmax. Per 11.4.8 a motion hazard analysis is needed. What's going on here? :)
@Omer-xy7bx3 жыл бұрын
loved it!
@imanmansouri49272 ай бұрын
Seems like TL= 6 sec, not 16, can you please confirm?
@hunernottingham2 жыл бұрын
Thank you
@Kestava_Engineering2 жыл бұрын
You're welcome
@mienge21773 жыл бұрын
Hi please do example how to find drift at the very top story by hand calculation.Thanks.
@alit2503 жыл бұрын
good job!
@Kestava_Engineering3 жыл бұрын
Thanks!
@civilideas19252 жыл бұрын
👍🏻👍🏻
@user-ux3nh4iw3y2 жыл бұрын
Beautiful guide! A little qestion: what resources do we typically use to determine wether the site is located near an active fault? I ask 'cause the code in numerous instances reffers to the proximity of the fault line and futher restrictions regarding that. So how do we know where faultlines are?
@drury2d82 жыл бұрын
Geotechnical evaluation at site is mandatory.
@roshaanshamim183 жыл бұрын
Is this hazards.atcouncil.org gives values only for America and Canada only? I'm trying for different areas but always having error for other countries.
@Kestava_Engineering3 жыл бұрын
shoot - I actually have not tried another country! I think it may only be good for Canada and the USA. sorry about that.
@jaspermarieencarnacion6431 Жыл бұрын
@@Kestava_Engineering do you know a link that has information for other countries?
@elbarcodeteseo5752 Жыл бұрын
@@jaspermarieencarnacion6431 did you find something??
@caseyarbuthnot73164 жыл бұрын
Sorry mate, Sms is kind of off, 2/3*1.078 = 0.72 not 0.64
@Kestava_Engineering4 жыл бұрын
son of a biscuit your right! SMH gotta up my game. Great catch Casey, and thank you for pointing it out.
@mohdshadab-ug2ut2 жыл бұрын
Thanks for your kind information. I have a question as per data site location YANBU, SAUDI ARABIA my ss=25g, and s1=6g, on the behalf of these mys SD1 AND SDS go more value, Is these value is acceptable. sir, i can send you more details i want to give suggestion. kindly request...
@avnicankaradeniz22193 жыл бұрын
Do you know how should we seismic design rigid basement according to ACI for the building which has towers,podium and basement floors?
@Kestava_Engineering3 жыл бұрын
hmmm not sure if I follow. my bad Avni
@sohaibchaudhry4380 Жыл бұрын
I needed to ask what will be the value of Hn in case of single story building (not gable) , will the Hn value be = total height or Hn/2 ?
@Kestava_Engineering Жыл бұрын
i think for gable its the mean roof height but would need to double check.
@HD-bp2wi3 жыл бұрын
can I do that for the cantilever single column? I'm calculating the earthquake to single column. thank you so much
@HD-bp2wi3 жыл бұрын
and I wanna get 20 ground motions with different locations in the world. and I got them, then how can I get the target spectrum of these 20 motions?
@Innotutorial3 жыл бұрын
can you please provide the download link for the ASCE code?
@Kestava_Engineering3 жыл бұрын
Sorry my dude - I dont own that PDF personally. =(
@Innotutorial3 жыл бұрын
@@Kestava_Engineering ok thanks. I already downloaded it. Thanks.
@Ganeshwayal03 жыл бұрын
Sir Please share Wind load example
@Kestava_Engineering3 жыл бұрын
As soon as possible! its in the making now!
@akashdhar88933 жыл бұрын
Thanks for video. Very helpful. Can u share example for stack ? Can I get your mail id ?