CSI ETABS - 09 - Story Displacement, Story Drift check as UBC 97 | Part 2

[@civilmdc]

To make a Connection / RELATIONSHIP, Don't forget to press the subscribe button with bell icon to get the latest notifications. My channel :) kzbin.info/door/w9kSuR1bTFBmaMEyD_DXvQ

[@musajeremiah9328]

I dont mean to be so off topic but does any of you know of a tool to get back into an Instagram account..? I was dumb lost the account password. I would love any tricks you can offer me

[@jaxtonabraham4778]

@Musa Jeremiah instablaster :)

[@musajeremiah9328]

@Jaxton Abraham I really appreciate your reply. I found the site thru google and Im in the hacking process atm. Takes quite some time so I will get back to you later when my account password hopefully is recovered.

[@musajeremiah9328]

@Jaxton Abraham It worked and I now got access to my account again. Im so happy! Thanks so much you saved my account :D

[@jaxtonabraham4778]

@Musa Jeremiah You are welcome :D

[@HappyHouseIdeas]

Sir so we dont have to include the roof beam because it is no in diaphrgm right sir?

[@mahdeeabdoh7121]

thank U very much ... what is K ? k always=360 ??

[@erimoro3]

Excellent Engineer, it is understood perfectly seeing each step made in ETABS, it will be a matter of applying it to the norm of each country.

[@civilmdc]

Thanks... Yes indeed

[@AHMADSHAHEEN-t7u]

​@@civilmdcplease send me exel sheet

[@civilmdc]

@@AHMADSHAHEEN-t7u download link is given in the description of the post...

[@AHMADSHAHEEN-t7u]

@@civilmdc True sir..but when I enter the site to download the file I do not find the file..Please check the site

[@AHMADSHAHEEN-t7u]

@erimoro3 Sir, if you have the excel files, can you send them to me?

[@yamilethmendoza8619]

Thanks for the video. May I ask why you don't use the Story Max/Avg Displacements data (just like ASCE-7 16 video) and instead you use Diaphragm Center of Mass Displacements?

[@randyhinojosa9811]

Excellent Mr. Hussain,thank you.

[@civilmdc]

You're welcome

[@BashirAhmed-jo4zq]

Learning alot from yuor videos Thanks Buddy

[@eyobedw1]

thanks your video helped a lot

[@nakorns320]

Thanks for your teaching. I understood follow your step.

[@civilmdc]

Welcome... Thanks for your valuable feedback

[@sinarongbou556]

Sir, May I ask in which section of UBC that we can find the limit of storey displacement?? Thank in advance sir

[@sourobhossain5892]

Sir, when i check the drift, displacement and torsional irregularity , then what will be property and stiffness modifier and torsional constant ? Can i reduce the modifier or it will be the the 1?

[@iotadiary4248]

Great job sir, would you please mention reference for allowable displacement limit... its my first to see check for displacemnt.

[@civilmdc]

Thanks Dear, reference is UBC 97, that is shown in the video with page number, Please if you still have any query , please feel free to contact.

[@iotadiary4248]

@@civilmdc thank you for your response. i think these deflection values are for flaxural member subjected to gravity loads. while deformation/displacement of frame structure is due to application of lateral loads.

[@muhammadnaveedkhan9587]

Please tell me what is the allowable displacement?? For a single storey villa...

[@Civilization_Engineer]

The story displacement table is not showing all the combinations. It misses some combination results in either x or y direction. How can I solve this?

[@civilengineeringdzyn]

is that displacment given from column center or column outer edge?

[@civilmdc]

I think... It won't make any difference.

[@civilengineeringdzyn]

@@civilmdc while calculating seismic gap between columns it makes difference

[@iotadiary4248]

sir, from a story response plot where we have story vs (CM displacement, Max Story Dis, Max Story difts. etc) Do we need to check all the possible plots or particularly for Earthquake loads/ResponseSpectrum cases.

[@AHMADSHAHEEN-t7u]

When I click on the link for the download process, I do not find the Excel file. Please update the links

[@wazir252]

At 5:02 for time period go to load cases of auto siesmic ubc97 in the tables after analysis you will get it according to UBC97.

[@wazir252]

By the way you are doing great

[@AHMADSHAHEEN-t7u]

​@@wazir252 Sir, if you have the excel files, can you send them to me?

[@shoebrahman8484]

Sir, how to display tables for story drift, displacement, story shear in sap2000 software?

[@rayo2436]

Story drif from ETABS is different of manual calculation drifts with Displacements data, why?

[@tajsay]

Thank you so much Hussain..That was a clear explanation and to the point.

[@silossaid7040]

Sir plz review story ratio is calculating if T is greater than 0.7 than ratio will be O.7 × R/ 0.020. = ratio If less than 0.7×R/0.025 = ratio But you multiplied it. Plz explain

[@civilengineersforum6252]

When I check story displacement, it shows maximum at mid storey ant becomes zero again at top storey

[@vaseeminamdar1143]

GUD JOB BROTHER....... REALLY APPRECIATED

[@civilmdc]

Thanks

[@S.A.R.Y.]

how to see global dispacement of building at top level?

[@civilmdc]

See the displacements in ... Show deformations... Please see the next videos... Here is the full course link on CSI ETABS kzbin.info/aero/PL0h14oMuZXQ5PXbux0l80ox-8gPwcBl5c

[@silossaid7040]

Dear please cheek your ratio, Ratio = story drift ÷ story hight. Any how it is misguided for new learners. Plz review it.

[@Ejimak1]

Thank you so much for this. Super helpful and well explained!

[@skillhnter1303]

JAZAKALLAH

[@Hayalbaz1326]

Hello, I have a mistake and can't see it so far. It took many hours. The story drifts table shows story1>stor2>story3.... ıt is opposite totally. help please

[@civilmdc]

If you are facing issue... in excel... you can ... read directly from ETABS results ... 2ndly ..... if you have more than 10 stories... than at bottom you may see like..... story1>stor2>story3 But for story 6 or 7 ... and above you will see lesser values.... and third for better understanding.... plot all drifts story drifts in excel with values... you will get better understanding

[@Hayalbaz1326]

@@civilmdc I have the same problem in excel and etabs. I have 7 stories. the biggest one is story 1 the smallest one is story 7 something wrong. I analyzed in excel also. I follow your videos and teachers' videos. the same, unfortunately. by the way I didn't expect to be answered so fast . thank you

[@engrgep]

I get confused in the drift ratio. In 2:21 the joint drift ratio in story 11 eq+x is 0.002906 but in your calculation in same story 9:05 it is 0.002796 why? What is the difference bet the two? Considering drift ratio is the displacement bet floor level/floor ht.

[@engrgep]

?

[@AHMADSHAHEEN-t7u]

​@@engrgepSir, if you have the excel files, can you send them to me?

[@JAKE-vr7iu]

There are no files to download, sir. Please update the links

[@umarrafiq490]

Great

[@iotadiary4248]

sir how to control drifts limits when it exceeded code limits. increasing of section area has very limited imopact over it.

[@luistanta8901]

I want to know this too, please sir, I hope for your answer

[@Telugammaisravanthi]

Sir I unknowingly changed some of the setting in etabs ... Now I need to change to original default settings can u please explain me how to do that

[@civilmdc]

In the Menu bar ... Go to options... Then reset toolbars.... With this your issue will be resolved

[@Telugammaisravanthi]

Thank you sir

[@Engr_Zeeshan]

sir, excel sheet not opening after download

[@civilmdc]

It is working fine... You can open in Google sheets

[@Engr_Zeeshan]

@civilmdc thank you sir for the quick response Kindly upload a lecture on wind analysis using asce 7-16 code instead of ubc 97 code in the load pattern

[@AHMADSHAHEEN-t7u]

​@@Engr_ZeeshanSir, if you have the excel files, can you send them to me?

[@Emma_Junaid_Claire]

Thanks, bro! but you didn't fix the issue with your other videos...Anyways...

[@civilmdc]

You're welcome... Dear, I will upload and share the link with you soon

[@AHMADSHAHEEN-t7u]

​@@civilmdcSir, if you have the excel files, can you send them to me?

[@saidfathy9570]

time period 1.663 it's too much bigger than allowed

[@quarkquark7882]

Like banana...banana...pisang...horreee

[@MohammadShahid-xn3jd]

Hindi me bolo bhai

[@civilmdc]

Noted with thanks

[@AHMADSHAHEEN-t7u]

When I click on the link for the download process, I do not find the Excel file. Please update the links