Building Overturning Check using Etabs and Excel Sheet
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- เผยแพร่เมื่อ 19 มี.ค. 2020
- #overturning #check #etabs
Watch important tutorial on Building Overturning Check. If you want more tutorials & excel sheets then please don't download the excel before watching full tutorial on youtube which is needed to support this channel. (Excel Link-drive.google.com/open?id=1jtm... )
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May Allah grow and bless you and this channel
MashaAllah TabarakAllhu, nice video brother
Gracias, excelente explicación!
You do a great job that, GOD has put in your good deeds. Keep going forward
Yes! Thank you!
Excellent topic. Thanks sir. Jazakallah
Most welcome
Great brother, baarakallah fiika
Jajak Allah
Why did you take the center of mass for story 6F only?
Total OM for any direction is not matching with the ETABS response plot results. What am i missing? Kindly suggest
maaf om, untuk beban lift biasanya berapa ? dan bebannya terpusat atau merata ?
Thanks
Welcome
Sir please make video on Incremental dynamic analysis (IDA) in ETABS and how to get "Sa vs IDR". I hope positive response.
Thank you sir , why we don't use Response spectrum combinations for finding overturning moment ?
Respon please Sir...
Sir,
Is tekla structural designer worth learning i am already aware of staad pro, etabs.
I have already some tutorials on TSD, you may check.
Vaia sob data bottom to top diecen reverce kore, direct top to bottom dile ki prob hobe ? and thanks for the spread sheet
please make design as per is code
why haven,t you included live load and floor finish as buildng weight?
Floor finish applied as dead load in this structure. And live load will not be included for building weight for overturning.
sir, how much limit of FOS, please clear
1.5
How you determine the safety factor please tell the formula
This is code requirement. Safety factor have to be more than 1.5, It's not coming from any formula.
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
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.
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
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.
Civilmdc is not my website.
IF overturning arises, how to pass it?
Then you need to design deeper foundation, so that foundation wall will counteract some of the lateral forces ....
why 1.5. please explain
This is code requirement. Safety factor have to be more than 1.5.
@@Decodebd which code. Can u give me screenshot
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.