Here is the Step by Step Tutorial: 1:15 Select New Model 3:09 Define Material Properties 4:41 Define Section Properties 8:54 Assign Beam Sections 9:32 Assign Slab 11:11 Define Load Case
I have a problem with my etabs 18 version. Under the design toolbar when I click the concrete frame design the rebar selection rules for column and beam are missing. What to do?
Thank you for your video. I have a problem I m using etabs ver 20.3.0 in menu design -concrete frame design - ter is not rebar sellection rules clumns and beams. why. Must I use 2016 ultimate?
Bro... I'm a beginner to ETabs & this video helps to know basic knowledge of it... And at 7:30 min you didn't select the column bar reinforcement "Fe550"... You've chosen someother. But actually that has to be "Fe550" only know. Please clarify. Thanks.
Sir in my software is etab 2016, at time of design we go concert frame design but in my software reabar selection rule for column and beam is not Available. Help me sir
Dear Shravan I am a beginner in Etab. Through the other you tube video I understand that in etab , the self weight of beam,column & slab is not need to calculate and assigned. Software will calculate automatically. But here in you have calculated and assigned. What is correct method?
Yes sukanta you are correct If in 'load pattern' for the dead load you have taken self-weight multiplier as 1 then self-weight is automatically taken in Etabs. You don't need to add any load. But only if you change the self-weight multiplier to 0 then you have to calculate the self-weight and assign the load
Detailing was included in software till 2016version. Above version don't have detailing inbuilt in software u need to download etabs detailing software seperately
@@civilengineeringbyshravan9596 If i am applying load as shown this video, than can we apply also FF, PW load. Sir u cant apply those load any where, thats why i am asking u. I am confused. Thanks for ur reply.
@@civilengineeringbyshravan9596 varikolahimabindu1997@gmail.com I am following each and very software sir I learnt staad pro and came to etabs following your tips..... Your videos are too much helpful I am totally depending over them...... I got selected in an interview because of the knowledge gained from your softwares ans earning money thank you so much....... Giving the credit is making me too much happy....... Stay safe sir
Good effort but modeling is not a art, the dimensions and placing of member at appropriate place with actual dimensions is more important . @5.36 you provided 300 MM depth and 400 MM width for a beam that's no sense to designer. Don't mind but you are definitely providing a excellent information for beginners so proper guidance is also important for them.
Lots of mistakes in your vedio. No need to give self weight, etabs consider itself. Second though ur assuming the size of beam, no way the depth of beam can be smaller than width of time.
Here is the Step by Step Tutorial:
1:15 Select New Model
3:09 Define Material Properties
4:41 Define Section Properties
8:54 Assign Beam Sections
9:32 Assign Slab
11:11 Define Load Case
I have a problem with my etabs 18 version. Under the design toolbar when I click the concrete frame design the rebar selection rules for column and beam are missing. What to do?
Thank you for your video. I have a problem
I m using etabs ver 20.3.0
in menu design -concrete frame design - ter is not rebar sellection rules clumns and beams. why. Must I use 2016 ultimate?
Hello sir.. at 24:13 minutes I am not getting the options for REBAR SECTION FOR COLUMN in ETABS can you tell me what is the problem
Same problem can you get solution ?
May be listed under last of design tab
Thank you Shravan Dear for such a nice explanation.
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Bro... I'm a beginner to ETabs & this video helps to know basic knowledge of it...
And at 7:30 min you didn't select the column bar reinforcement "Fe550"... You've chosen someother.
But actually that has to be "Fe550" only know.
Please clarify.
Thanks.
He should take as rebar not Steel in material properties
at 24:09 rebar selection rules for columns is not visible. but really nice video
i could not find also
Sir in my software is etab 2016, at time of design we go concert frame design but in my software reabar selection rule for column and beam is not Available. Help me sir
Dear Shravan
I am a beginner in Etab. Through the other you tube video I understand that in etab , the self weight of beam,column & slab is not need to calculate and assigned. Software will calculate automatically. But here in you have calculated and assigned. What is correct method?
Hi in case of STAAD pro it will directly take loads were in case of ETABS or sap we need to assign individual loads
Yes sukanta you are correct
If in 'load pattern' for the dead load you have taken self-weight multiplier as 1 then self-weight is automatically taken in Etabs. You don't need to add any load.
But only if you change the self-weight multiplier to 0 then you have to calculate the self-weight and assign the load
th-cam.com/video/MTThTuM7zZg/w-d-xo.html
@@civilengineeringbyshravan9596 M30 use kartey ho aap practicle me sir
Hey , are the distance considered between columns c/c if not how to take the proper distance
suppose some irregular building is there where two column are not aligned with each other then how will u set the space between two column.
detailing option is missing in my etabs 2017.
Please help sir.
im having the same issue, did you come up with any solutions mate?
Detailing was included in software till 2016version. Above version don't have detailing inbuilt in software u need to download etabs detailing software seperately
I m using 18.1.1 version of etabs..how can i access detailing option
Why U take Steel for Fe550 , why not Rebar???
Exactly he should take rebar there
😅
Hello, rebar option is not visible to me? Why is that?
After the concrete frame design it doesn't show up for me
which version ETABS you are using currently ?
@@civilengineeringbyshravan9596 I m using etabs 20.3.0 version also like this.
Why did you calculate the self-weight?
ETABS considers the self-weight of the structure by itself.
I think this is not correct.
Rebar selection for column and beam window under concrete frame design is missing in my etabs.....how to bring back
th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html
wont etabs consider the dead load itself ?
Sir, How can we design and analyze this using SP-16 in Etab 17.1
I will make a video on it soon
respected engineer sir ji
Seismic and wind load for Gplus 1???
Sir which best software etaabs and staad
Both are equal as per my knowledge but modelling and designing is different
th-cam.com/video/MTThTuM7zZg/w-d-xo.html
Hello Shravan, Why are you not changed the rebar material for column (Longitudinal bar and ties) in SECTION PROP and why are you using A615gr60
I THINK BY MISTAKE
Thanks you sir ❤️❤️
Sir. To get detailing option in menu bard tool in etabs it's not showing any settings please let me know
th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html
In Wind loads you designed as Class B structure. As per IS 875-Part 3 your model of the structure comes under class A
th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html
Sir, what should we take either steel or Rebar for reinforcement while defining the material?
th-cam.com/video/MTThTuM7zZg/w-d-xo.html
No need to add self weight & dead load...etab consider it automatically..
th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html
Yes you are right
Hello I was working in staad pro for girder analysis. I got an error while defineing girder profile can u please help with it ??
HAI SIR CONCRETE FRAME MENU BAR NOT VISIBLE REBAR ICON
Sir please tell me which design code is nearly same about Bangladesh BNBC Code in etabs 2018 version
Thanks for the video. In my ETABS 17 version detailing tab is not visible. Could you please help me to get ?
Maybe low specs PC
Well explained
Thank you sir , Good work , I request Ek G+7 No video Banavo ne sir please .
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Sir,
Please share a video regarding how to model basement and design.
Regards
Nisar Ahmad
I think u need plinth beams design also
Sir, if you send design of basement and rcc retaining walls along with calculations of soil pressure, will be sufficient to me.
Regards
Sir,
In this way can we need to apply Floor Finish & Partition Wall load.
Another thing is can we need to use mass source.
Thank you.
Yes we can
@@civilengineeringbyshravan9596
If i am applying load as shown this video, than can we apply also FF, PW load.
Sir u cant apply those load any where, thats why i am asking u.
I am confused.
Thanks for ur reply.
In etabs v 19 I cannot detail same model
we can do the same model
@@civilengineeringbyshravan9596 while detailing in csidetail v18 one error coming ," an abnormal condition has occurred ,program needs to terminate
Why you applied force of 01 unit on all points?
th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html
Sir etabs error saving. Is coming how to solve it
error saving its not that
i think it is error in solving
Error saving model is arrived
Analysis process is not complete
Super
Hello sir what about foundation Design and analysis ? How to do it in Etabs? Or else we have to do it in SAFE or sap2000?
Hello @civilengineeringbyshravan can answer for this
How do i join two align beams in Etabs as a one member, if one beam is inclined from say plane A to plane B and other is in plane B?
th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html
How to make building economical and safety?
Detailing option is missing in my ETABS 2017 how to fix it plz help.
You have to download hai detailing soft.
I Can't see the 3d rendering view for reinforcement?
th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html
How to confirm the sizes of beams and columns??? Pls answer
hi sir, very much helpful classes, thank you very much. how to get quantity of steel rebar and concrete of whole structure
th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html
Excellent work sir ultimate I need the documents sir
Text me to my mail
@@civilengineeringbyshravan9596 varikolahimabindu1997@gmail.com
I am following each and very software sir I learnt staad pro and came to etabs following your tips..... Your videos are too much helpful I am totally depending over them...... I got selected in an interview because of the knowledge gained from your softwares ans earning money thank you so much....... Giving the credit is making me too much happy....... Stay safe sir
hello did u get this file ??? if yes can u please send me on my email id dasonirajesh@gmail.com thanks
Good effort but modeling is not a art, the dimensions and placing of member at appropriate place with actual dimensions is more important .
@5.36 you provided 300 MM depth and 400 MM width for a beam that's no sense to designer.
Don't mind but you are definitely providing a excellent information for beginners so proper guidance is also important for them.
What should be the dimensions of beam instead?
Bro what about walls and their self weight?
th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html
Thank you !
th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html
Thanks for your video shravan, but in this Design where is the Load combinations after Loads assign
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How to model and design basement .
Can you provide how to downloade tabs
Hello sir I'm using Etabs 18.1.1 version in that design - concrete section design- rebar section rules for columns is not available
th-cam.com/video/MTThTuM7zZg/w-d-xo.html
Etabs took selfweight by their own. Y you applied selfweight additionally.
Please do in staadpro software br
Friends in laptop etabs if we run the model means it will run and animation not working friends
Why you didnot draw staircase
where is foundation design?
Hii Sir I want ETabs Link
drive.google.com/file/d/1xP6oF-e5Phn7syGHR-DUUMm75kuFYhkM/view
Try this link
No extract file
Not working sir
सर
फाउंडेशन डिज़ाइन नहीं बताया आपने
I need a job 😔
Please give lick etabs detailing
Share auto cad file
Watch link in video which I provide you in description
@@civilengineeringbyshravan9596 can you elaborate advance material properties, or share the acceptance criteria strain as per IS code
I want etabs install lick please please
Please check in description of this video
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@@civilengineeringbyshravan9596 sir csi detailing hy
Working this software internet will off and on
Internet is not necessary
#RESPECTED lol
Plz send me
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Lots of mistakes in your vedio. No need to give self weight, etabs consider itself. Second though ur assuming the size of beam, no way the depth of beam can be smaller than width of time.