Etabs 2016 vs Etabs v18 | Result Difference | IS 456:2000
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- เผยแพร่เมื่อ 3 พ.ค. 2020
- #Etabs #Design_Result #IS_Code
Watch if any result difference you may get or not in between Etabs v18 & Etabs 2016, if you get then how to solve it.
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Sir, your channel is one stop for Etabs. You are amazing. Thanks a lot.
Hey thanks again, Can you also make a video of multi storey steel building using IS codes? Would be highly appreciated!
-Supporting your channel,always!!!
Excellent work sir !!
Please make a video for loading calculations for beam and slab .. please which load will come on slab and beam and how ..with drawing details please
Sir , please also make difference reinforcement detailing.(beam &column)
B/C capacity ratio should calculate or not necessary what would you suggest ?
Sir, I cannot modify the size of mesh for default meshing option in ETABS v18. Is there no such featue in v18 or i have done something wrong?
Very nice and helpful tutorial. Thanks...
Please make a tutorial of analysis and design taking the values of BNBC code at Etabs-18.
Noted
Sir is there any difference in analysis results in these two versions?
in etabs 2018 there is no option for detailing which is there in 2016 version ...how to do the same??
Please make video on shell and membrane....and how they effect on structural behaviour and economy
bro, can you give me solution? why my etabs version 18 being (not responding) when me add coloum object to 10 storey. its my spec low? i use icore5 2 core 4 thread, ram 8gb,, nvidia 930mx and ssd 256 gb, how minimum requirement use etabs v18? thanks i hope u answer my question
Sir , i have a problem is that bottom story Ast is less than upper story so, how to fix this on etabs 16 as per IS CODE plase help me sir
THANK YOU .
You are welcome!
thank you so much sir
Most welcome
very useful
which one is best etabs 19 or etabs 16 version
Hi...
Should we consider Additional moment as per IS code or not while designing??
And which case we must consider Additional moment,
Please explain it...
And Make more and more videos for us...
Thanks 😊
Sir please make detailed video on ductile detailing as per IS-13920-2016....(it's an request)
Nice explaination
Keep watching
Thanks, Sir. In ETABS 2018. No UBC 94 code is available. For BNBC 2006, which code shall we follow in ETABS 2018? It will really help if you let us know. Thank you again, Sir.
BNBC 2015 or 2017 is following ASCE 7-10 or ASCE 7-16 respectively.
So now you have to be upgraded with new codes & new software.
Which version is better 16 r 18...Please Tell Me...
I was waiting for this video. Ie results difference between 16&18.
All of you are my inspiration.
cual es mejor?
What kind of Software to Analysis Dynamic Wind for Super tall building ?
Ansys
Good information
Thanks
sir do we need to select "yes" in design for the beam-column capacity ratio?
Design >> Concrete Frames Design Preferences
Only in seismic zone 3 and 4
Sir, w.r.t IS :456 2000 , is it better to use that parameter of B/C capacity ratio in 18 version?
Please explain that parameter.
B/C Capacity Ratio (Beam Column Capacity Ratio):
Beam/column ratio is the ratio of beam capacity & column capacity to resist moment.Refer to section 21.6.2 of ACI 318-11, Sum of flexural capacities of column at a joint should be 1.2 times the capacities of beam framing into the joint in particular direction.
As per clause 7.2 of IS 13920:2016, the ratio shall be at least 1.4.
When capacity is exceeded, we can increase the size of column, or reduce the size of beam, or play with reinforcement of members. It has nothing to do with redistribution of moments.If both end of column will yield, during a seismic event, in a particular story, structure will most probably collapse. In a frame, that is resisting lateral loads, you cannot take away the ability of beam to develop negative moment(releasing beam ends). If you do so(releasing beam ends) then it will not be called a moment resisting frame, and will not resist lateral loads.
We have design B/C capacity ratio for special moment resisting frame.
@@Decodebd thank you for the reply sir.
Nice sir
Thanks
Very informative from software point of view but as per codal provision have to use IS 13920 if we use IS 1893-2002/2016. Correct me if I am wrong
This is for special moment resisting frame.
@@Decodebd if special moment resisting frame then no need for ductile detailing, is that what you mean sir ?.
What is the use of that beam column capacity ratio ?
B/C Capacity Ratio (Beam Column Capacity Ratio):
Beam/column ratio is the ratio of beam capacity & column capacity to resist moment.Refer to section 21.6.2 of ACI 318-11, Sum of flexural capacities of column at a joint should be 1.2 times the capacities of beam framing into the joint in particular direction.
As per clause 7.2 of IS 13920:2016, the ratio shall be at least 1.4.
When capacity is exceeded, we can increase the size of column, or reduce the size of beam, or play with reinforcement of members. It has nothing to do with redistribution of moments.If both end of column will yield, during a seismic event, in a particular story, structure will most probably collapse. In a frame, that is resisting lateral loads, you cannot take away the ability of beam to develop negative moment(releasing beam ends). If you do so(releasing beam ends) then it will not be called a moment resisting frame, and will not resist lateral loads.
Why CSI remove the UBC 97 Seimic Code from Etabs V.18 and is there any way to deal with this problem?
Because UBC97 is very old, and its upgraded to ASCE 7-10, ASCE 7-16.
@@Decodebd THX alot for your replay & your efforts ..
Can you also compare Etabs version 20.3 to etabs version 16, version 20.3 beam result gives higher reinforcement results
Sir RCDC unable to import Etabs v18.1 how to solve?
you need to install "Access database engine", then it will work.
@@imranmohiuddin968 can u plz tell the procedure
Dear friend
We hope to explain for us how to can use OAPI Method
Thanks
Noted
Can you make a video on modeling stairs?
th-cam.com/video/eK95D9nufFg/w-d-xo.html
can you provide direct link to download ETABS V -18?? I'm using windows 10 cant install 16, 17 versions in etabs bcos of higer version of .NET requirement...
You will get in "downloadly dot ir" or "lavteam dot org" website.
@@Decodebd reg. Dot net or Etabs??
What is the function of B/C capacity ratio
Plz sir tell me
B/C Capacity Ratio (Beam Column Capacity Ratio):
Beam/column ratio is the ratio of beam capacity & column capacity to resist moment.Refer to section 21.6.2 of ACI 318-11, Sum of flexural capacities of column at a joint should be 1.2 times the capacities of beam framing into the joint in particular direction.
As per clause 7.2 of IS 13920:2016, the ratio shall be at least 1.4.
When capacity is exceeded, we can increase the size of column, or reduce the size of beam, or play with reinforcement of members. It has nothing to do with redistribution of moments.If both end of column will yield, during a seismic event, in a particular story, structure will most probably collapse. In a frame, that is resisting lateral loads, you cannot take away the ability of beam to develop negative moment(releasing beam ends). If you do so(releasing beam ends) then it will not be called a moment resisting frame, and will not resist lateral loads.
@@Decodebd Thank u sir
Please provide full tutorial as per is 456 :2000 with detailing all Indians are wauting
Yes, planning for this.
@@Decodebd pleas do it sir we are waiting
Assalamu-Alaikum Sir, please sir, we are egerly waiting for this.....
Sir how to contact you
Thank you sir
Welcome
Since Etabs V18 checks for capacity design, do we still need to choose the size of columns so that Z values of columns are 1.2 times the Z values of beam to maintain the “stromg column-weak beam” concept in order not to form hinges in columns before beam fails?