Building Overturning Check using Etabs and Excel Sheet

[@shahriarfardin777]

May Allah grow and bless you and this channel

[@archibuana3204]

MashaAllah TabarakAllhu, nice video brother

[@ariffalmas8670]

Great brother, baarakallah fiika

[@Decodebd]

Jajak Allah

[@ahmedhelmy4220]

You do a great job that, GOD has put in your good deeds. Keep going forward

[@Decodebd]

Yes! Thank you!

[@NawazZac321]

Excellent topic. Thanks sir. Jazakallah

[@Decodebd]

Most welcome

[@bereketdessalegn8694]

Thank you sir , why we don't use Response spectrum combinations for finding overturning moment ?

[@TotokMaryanto]

Respon please Sir...

[@faizanshahariar8811]

Vaia sob data bottom to top diecen reverce kore, direct top to bottom dile ki prob hobe ? and thanks for the spread sheet

[@antoniogranados8160]

Gracias, excelente explicación!

[@dhavalparekh9999]

Sir please make video on Incremental dynamic analysis (IDA) in ETABS and how to get "Sa vs IDR". I hope positive response.

[@atharuddin9594]

Sir, Is tekla structural designer worth learning i am already aware of staad pro, etabs.

[@Decodebd]

I have already some tutorials on TSD, you may check.

[@masmhmd2488]

Why did you take the center of mass for story 6F only?

[@tanjirahmed4382]

Total OM for any direction is not matching with the ETABS response plot results. What am i missing? Kindly suggest

[@wahyudialminangkabawi342]

maaf om, untuk beban lift biasanya berapa ? dan bebannya terpusat atau merata ?

[@ইলিয়াসআহমেদ-ট১ণ]

Thanks

[@Decodebd]

Welcome

[@mobinshah2753]

1. in P-Delta check you took shear force at bottom level of the story. Here you take shear force at Top level. 2. Also in P-Delta check, you took total shear at story level. Here you took individual story shear for calculation... please explain.

[@nidalal-sayed4019]

dear, he has mistake not in calculation but title he should put difference shear between stories. in overturning the difference of shear that affect moment overturning and not shear it self

[@md.sohagmia5693]

sir, how much limit of FOS, please clear

[@Decodebd]

1.5

[@abhisheksen325]

please make design as per is code

[@muhtasimrahman2083]

why haven,t you included live load and floor finish as buildng weight?

[@Decodebd]

Floor finish applied as dead load in this structure. And live load will not be included for building weight for overturning.

[@binayaksamanta863]

How you determine the safety factor please tell the formula

[@Decodebd]

This is code requirement. Safety factor have to be more than 1.5, It's not coming from any formula.

[@binayaksamanta863]

Sir in pushover analysis we got the hinge points . So in order to optimize this critical points what next step we should do. Actually it's all about my final year project @@Decodebd

[@creative-nb1vz]

IF overturning arises, how to pass it?

[@gugamenteshashvili1331]

Then you need to design deeper foundation, so that foundation wall will counteract some of the lateral forces ....

[@paranoidandroid5970]

hallo... I want to report. I have a difficult to access your web civilmdc.com. do you upgrade your web or any hack want to disturb your web.

[@Decodebd]

Civilmdc is not my website.

[@frsaj7396]

why 1.5. please explain

[@Decodebd]

This is code requirement. Safety factor have to be more than 1.5.

[@frsaj7396]

@@Decodebd which code. Can u give me screenshot

[@Decodebd]

I got this from a research journal, there they mentioned as per code. But unfortunately not specified the code name. I will check, if I get I will let you know in sha Allah. Another reference is same safety factor maintained in Retaining wall overturning.

[@viveksali658]

Thanks