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@musajeremiah9328

2 жыл бұрын

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

2 жыл бұрын

@Musa Jeremiah instablaster :)

@musajeremiah9328

2 жыл бұрын

@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

2 жыл бұрын

@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

2 жыл бұрын

@Musa Jeremiah You are welcome :D

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

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

Learning alot from yuor videos Thanks Buddy

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.

thanks your video helped a lot

Excellent Mr. Hussain,thank you.

@civilmdc

4 жыл бұрын

You're welcome

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?

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

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

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

5 жыл бұрын

Thanks... Yes indeed

@user-hu4tg9wy3w

10 ай бұрын

​@@civilmdcplease send me exel sheet

@civilmdc

10 ай бұрын

@@user-hu4tg9wy3w download link is given in the description of the post...

@user-hu4tg9wy3w

10 ай бұрын

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

@user-hu4tg9wy3w

10 ай бұрын

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

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

JAZAKALLAH

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?

Thanks for your teaching. I understood follow your step.

@civilmdc

4 жыл бұрын

Welcome... Thanks for your valuable feedback

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

@civilmdc

4 жыл бұрын

Thanks

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?

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

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

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

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

Great

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

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

@luistanta8901

4 жыл бұрын

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

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

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

@civilmdc

2 жыл бұрын

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

@civilengineeringdzyn

2 жыл бұрын

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

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

@civilmdc

4 жыл бұрын

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

4 жыл бұрын

@@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.

how to see global dispacement of building at top level?

@civilmdc

7 ай бұрын

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

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

3 жыл бұрын

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

@Telugammaisravanthi

3 жыл бұрын

Thank you sir

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

Жыл бұрын

By the way you are doing great

@user-hu4tg9wy3w

10 ай бұрын

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

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

3 жыл бұрын

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

3 жыл бұрын

@@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

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

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

sir, excel sheet not opening after download

@civilmdc

Жыл бұрын

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

@Engr_Zeeshan

Жыл бұрын

@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

@user-hu4tg9wy3w

10 ай бұрын

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

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

4 жыл бұрын

?

@user-hu4tg9wy3w

10 ай бұрын

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

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

@civilmdc

5 жыл бұрын

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

@user-hu4tg9wy3w

10 ай бұрын

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

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

time period 1.663 it's too much bigger than allowed

Hindi me bolo bhai

@civilmdc

3 жыл бұрын

Noted with thanks

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