Building design (G+1) in ETABS Software

  Рет қаралды 95,978

Civil Engineering by Shravan

Civil Engineering by Shravan

4 жыл бұрын

#civil_engineering #building_design #online_course
North facing G+1 House plan
• G+1 North facing build...
In this Video lecture you are able to learn about Building design G+1 in ETABS Software
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Пікірлер: 134
@qualityengineersguide
@qualityengineersguide Жыл бұрын
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
@theone5774
@theone5774 3 жыл бұрын
Thanks you sir ❤️❤️
@Yasirkhan-zc1hw
@Yasirkhan-zc1hw 4 жыл бұрын
Thank you Shravan Dear for such a nice explanation.
@noornoori6722
@noornoori6722 3 жыл бұрын
kzfaq.info/get/bejne/grmDi69k2Ly6imQ.html
@owaissofi5321
@owaissofi5321 3 жыл бұрын
Well explained
@tsheringyeltshen
@tsheringyeltshen 3 жыл бұрын
respected engineer sir ji
@mohamedmansoorali5310
@mohamedmansoorali5310 4 жыл бұрын
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.
@kashifahmer7745
@kashifahmer7745 3 жыл бұрын
He should take as rebar not Steel in material properties
@ankitpandey5231
@ankitpandey5231 2 жыл бұрын
Hey , are the distance considered between columns c/c if not how to take the proper distance
@MohsinKhan-nl8ti
@MohsinKhan-nl8ti 2 жыл бұрын
Super
@padmarajsubramonian935
@padmarajsubramonian935 3 жыл бұрын
In Wind loads you designed as Class B structure. As per IS 875-Part 3 your model of the structure comes under class A
@noornoori6722
@noornoori6722 3 жыл бұрын
kzfaq.info/get/bejne/grmDi69k2Ly6imQ.html
@adnanjanujaz822
@adnanjanujaz822 4 жыл бұрын
Thank you !
@noornoori6722
@noornoori6722 3 жыл бұрын
kzfaq.info/get/bejne/grmDi69k2Ly6imQ.html
@civilarchknowledgebyajmal
@civilarchknowledgebyajmal 2 жыл бұрын
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?
@ozenmehmet7
@ozenmehmet7 Жыл бұрын
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?
@magdhumhussain3570
@magdhumhussain3570 3 жыл бұрын
hi sir, very much helpful classes, thank you very much. how to get quantity of steel rebar and concrete of whole structure
@noornoori6722
@noornoori6722 3 жыл бұрын
kzfaq.info/get/bejne/grmDi69k2Ly6imQ.html
@sukanta196845
@sukanta196845 4 жыл бұрын
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?
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 4 жыл бұрын
Hi in case of STAAD pro it will directly take loads were in case of ETABS or sap we need to assign individual loads
@rishabh6155
@rishabh6155 4 жыл бұрын
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
@thecivilboyverma1430
@thecivilboyverma1430 3 жыл бұрын
kzfaq.info/get/bejne/g7qEm7emsp3eips.html
@mohammadmujtaba7964
@mohammadmujtaba7964 3 жыл бұрын
@@civilengineeringbyshravan9596 M30 use kartey ho aap practicle me sir
@er.yagneshdave4899
@er.yagneshdave4899 3 жыл бұрын
Thank you sir , Good work , I request Ek G+7 No video Banavo ne sir please .
@noornoori6722
@noornoori6722 3 жыл бұрын
kzfaq.info/get/bejne/grmDi69k2Ly6imQ.html
@ruchikagulabani8815
@ruchikagulabani8815 Жыл бұрын
at 24:09 rebar selection rules for columns is not visible. but really nice video
@nurlanheyderov1844
@nurlanheyderov1844 Жыл бұрын
i could not find also
@sourabhpatil6329
@sourabhpatil6329 3 жыл бұрын
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
@hariomchandra9048
@hariomchandra9048 2 жыл бұрын
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.
@amitchavan2198
@amitchavan2198 4 жыл бұрын
Hello I was working in staad pro for girder analysis. I got an error while defineing girder profile can u please help with it ??
@researchwork1409
@researchwork1409 4 жыл бұрын
Sir, what should we take either steel or Rebar for reinforcement while defining the material?
@thecivilboyverma1430
@thecivilboyverma1430 3 жыл бұрын
kzfaq.info/get/bejne/g7qEm7emsp3eips.html
@rishabh6155
@rishabh6155 4 жыл бұрын
Why did you calculate the self-weight? ETABS considers the self-weight of the structure by itself. I think this is not correct.
@yogeshp3366
@yogeshp3366 3 жыл бұрын
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
@mohammadkalim283
@mohammadkalim283 2 жыл бұрын
I THINK BY MISTAKE
@FaizanKhan-ej4rx
@FaizanKhan-ej4rx 3 жыл бұрын
No need to add self weight & dead load...etab consider it automatically..
@noornoori6722
@noornoori6722 3 жыл бұрын
kzfaq.info/get/bejne/grmDi69k2Ly6imQ.html
@hiteshhrreddy6738
@hiteshhrreddy6738 3 жыл бұрын
Yes you are right
@nisarahmedkhan6101
@nisarahmedkhan6101 4 жыл бұрын
Sir, Please share a video regarding how to model basement and design. Regards Nisar Ahmad
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 4 жыл бұрын
I think u need plinth beams design also
@nisarahmedkhan6101
@nisarahmedkhan6101 4 жыл бұрын
Sir, if you send design of basement and rcc retaining walls along with calculations of soil pressure, will be sufficient to me. Regards
@Trippo_men
@Trippo_men 4 жыл бұрын
How to confirm the sizes of beams and columns??? Pls answer
@agrawal717
@agrawal717 3 жыл бұрын
I m using 18.1.1 version of etabs..how can i access detailing option
@AHolyDream
@AHolyDream 3 жыл бұрын
Sir please tell me which design code is nearly same about Bangladesh BNBC Code in etabs 2018 version
@nikhilmhatre1781
@nikhilmhatre1781 2 жыл бұрын
Seismic and wind load for Gplus 1???
@kingkhanmr.a5935
@kingkhanmr.a5935 4 жыл бұрын
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?
@kingkhanmr.a5935
@kingkhanmr.a5935 4 жыл бұрын
Hello @civilengineeringbyshravan can answer for this
@TheSohaib619
@TheSohaib619 2 жыл бұрын
wont etabs consider the dead load itself ?
@MyWorld-jt4ky
@MyWorld-jt4ky 3 жыл бұрын
Please do in staadpro software br
@trilokjha540
@trilokjha540 3 жыл бұрын
Rebar selection for column and beam window under concrete frame design is missing in my etabs.....how to bring back
@noornoori6722
@noornoori6722 3 жыл бұрын
kzfaq.info/get/bejne/grmDi69k2Ly6imQ.html
@gauravkoshti2308
@gauravkoshti2308 3 жыл бұрын
Thanks for the video. In my ETABS 17 version detailing tab is not visible. Could you please help me to get ?
@Azhar_shaikh1
@Azhar_shaikh1 3 жыл бұрын
Maybe low specs PC
@rahulsomde5094
@rahulsomde5094 3 жыл бұрын
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?
@noornoori6722
@noornoori6722 3 жыл бұрын
kzfaq.info/get/bejne/grmDi69k2Ly6imQ.html
@nisarahmedkhan6101
@nisarahmedkhan6101 4 жыл бұрын
How to model and design basement .
@praveenkalkundri8652
@praveenkalkundri8652 2 жыл бұрын
Sir, How can we design and analyze this using SP-16 in Etab 17.1
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 2 жыл бұрын
I will make a video on it soon
@chatpatgamingyt2707
@chatpatgamingyt2707 2 жыл бұрын
How to make building economical and safety?
@PokarAcademy
@PokarAcademy 3 жыл бұрын
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.
@mr_kashmir
@mr_kashmir 3 жыл бұрын
What should be the dimensions of beam instead?
@Rythm_by_Bindu
@Rythm_by_Bindu 3 жыл бұрын
Excellent work sir ultimate I need the documents sir
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 3 жыл бұрын
Text me to my mail
@Rythm_by_Bindu
@Rythm_by_Bindu 3 жыл бұрын
@@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
@rajeshdasoni358
@rajeshdasoni358 3 жыл бұрын
hello did u get this file ??? if yes can u please send me on my email id dasonirajesh@gmail.com thanks
@Hanumu123
@Hanumu123 2 жыл бұрын
HAI SIR CONCRETE FRAME MENU BAR NOT VISIBLE REBAR ICON
@deepbhavsar5231
@deepbhavsar5231 4 жыл бұрын
Why U take Steel for Fe550 , why not Rebar???
@kashifahmer7745
@kashifahmer7745 3 жыл бұрын
Exactly he should take rebar there
@nisargpatel8891
@nisargpatel8891 Жыл бұрын
😅
@suhailraza7251
@suhailraza7251 3 жыл бұрын
detailing option is missing in my etabs 2017. Please help sir.
@yashinthapanduka7874
@yashinthapanduka7874 3 жыл бұрын
im having the same issue, did you come up with any solutions mate?
@ansariabid5623
@ansariabid5623 3 жыл бұрын
Detailing was included in software till 2016version. Above version don't have detailing inbuilt in software u need to download etabs detailing software seperately
@anushadobbala4943
@anushadobbala4943 3 жыл бұрын
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
@sourabhpatil6329
@sourabhpatil6329 3 жыл бұрын
Same problem can you get solution ?
@muhammed007salih
@muhammed007salih Жыл бұрын
May be listed under last of design tab
@MrPrabhuprasad
@MrPrabhuprasad 3 жыл бұрын
Thanks for your video shravan, but in this Design where is the Load combinations after Loads assign
@noornoori6722
@noornoori6722 3 жыл бұрын
kzfaq.info/get/bejne/grmDi69k2Ly6imQ.html
@blissfulmelodies4533
@blissfulmelodies4533 3 жыл бұрын
Can you provide how to downloade tabs
@Kannadahuduga.
@Kannadahuduga. 3 жыл бұрын
Sir. To get detailing option in menu bard tool in etabs it's not showing any settings please let me know
@noornoori6722
@noornoori6722 3 жыл бұрын
kzfaq.info/get/bejne/grmDi69k2Ly6imQ.html
@abid_hussain123
@abid_hussain123 3 жыл бұрын
Why you applied force of 01 unit on all points?
@noornoori6722
@noornoori6722 3 жыл бұрын
kzfaq.info/get/bejne/grmDi69k2Ly6imQ.html
@KISHANKUMAR-xf4ki
@KISHANKUMAR-xf4ki 4 жыл бұрын
Sir which best software etaabs and staad
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 4 жыл бұрын
Both are equal as per my knowledge but modelling and designing is different
@thecivilboyverma1430
@thecivilboyverma1430 3 жыл бұрын
kzfaq.info/get/bejne/g7qEm7emsp3eips.html
@bheemaabhinav7941
@bheemaabhinav7941 3 жыл бұрын
Bro what about walls and their self weight?
@noornoori6722
@noornoori6722 3 жыл бұрын
kzfaq.info/get/bejne/grmDi69k2Ly6imQ.html
@YungAnon7
@YungAnon7 2 жыл бұрын
Hello, rebar option is not visible to me? Why is that? After the concrete frame design it doesn't show up for me
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 2 жыл бұрын
which version ETABS you are using currently ?
@ozenmehmet7
@ozenmehmet7 Жыл бұрын
@@civilengineeringbyshravan9596 I m using etabs 20.3.0 version also like this.
@er.umarkhan
@er.umarkhan 3 жыл бұрын
I Can't see the 3d rendering view for reinforcement?
@noornoori6722
@noornoori6722 3 жыл бұрын
kzfaq.info/get/bejne/grmDi69k2Ly6imQ.html
@mr_kashmir
@mr_kashmir 3 жыл бұрын
Detailing option is missing in my ETABS 2017 how to fix it plz help.
@rex2324c
@rex2324c 3 жыл бұрын
You have to download hai detailing soft.
@ahsan.t1897
@ahsan.t1897 3 жыл бұрын
where is foundation design?
@anushaboora144
@anushaboora144 3 жыл бұрын
Why you didnot draw staircase
@kingkhanmr.a5935
@kingkhanmr.a5935 4 жыл бұрын
Hello sir I'm using Etabs 18.1.1 version in that design - concrete section design- rebar section rules for columns is not available
@thecivilboyverma1430
@thecivilboyverma1430 3 жыл бұрын
kzfaq.info/get/bejne/g7qEm7emsp3eips.html
@padmarajsubramonian935
@padmarajsubramonian935 3 жыл бұрын
Etabs took selfweight by their own. Y you applied selfweight additionally.
@sheshcharansavakar1810
@sheshcharansavakar1810 Жыл бұрын
Friends in laptop etabs if we run the model means it will run and animation not working friends
@MohammadShahid-xn3jd
@MohammadShahid-xn3jd 3 жыл бұрын
Please give lick etabs detailing
@sweetusen3744
@sweetusen3744 3 жыл бұрын
सर फाउंडेशन डिज़ाइन नहीं बताया आपने
@akshaykumar-vc3yv
@akshaykumar-vc3yv 3 жыл бұрын
In etabs v 19 I cannot detail same model
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 3 жыл бұрын
we can do the same model
@akshaykumar-vc3yv
@akshaykumar-vc3yv 3 жыл бұрын
@@civilengineeringbyshravan9596 while detailing in csidetail v18 one error coming ," an abnormal condition has occurred ,program needs to terminate
@shadowvapour8372
@shadowvapour8372 3 жыл бұрын
I need a job 😔
@anjalirathod6940
@anjalirathod6940 3 жыл бұрын
Sir etabs error saving. Is coming how to solve it
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 3 жыл бұрын
error saving its not that i think it is error in solving
@anjalirathod6940
@anjalirathod6940 3 жыл бұрын
Error saving model is arrived Analysis process is not complete
@er.chetanlaxmanpatilcreati3923
@er.chetanlaxmanpatilcreati3923 3 жыл бұрын
Working this software internet will off and on
@hiteshhrreddy6738
@hiteshhrreddy6738 3 жыл бұрын
Internet is not necessary
@venkatraman7294
@venkatraman7294 4 жыл бұрын
Hii Sir I want ETabs Link
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 4 жыл бұрын
drive.google.com/file/d/1xP6oF-e5Phn7syGHR-DUUMm75kuFYhkM/view Try this link
@venkatraman7294
@venkatraman7294 4 жыл бұрын
No extract file
@venkatraman7294
@venkatraman7294 4 жыл бұрын
Not working sir
@HabiburRahaman-hr4jn
@HabiburRahaman-hr4jn 3 жыл бұрын
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.
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 3 жыл бұрын
Yes we can
@HabiburRahaman-hr4jn
@HabiburRahaman-hr4jn 3 жыл бұрын
@@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.
@kumarshinde3065
@kumarshinde3065 4 жыл бұрын
Share auto cad file
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 4 жыл бұрын
Watch link in video which I provide you in description
@kumarshinde3065
@kumarshinde3065 4 жыл бұрын
@@civilengineeringbyshravan9596 can you elaborate advance material properties, or share the acceptance criteria strain as per IS code
@MohammadShahid-xn3jd
@MohammadShahid-xn3jd 3 жыл бұрын
I want etabs install lick please please
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 3 жыл бұрын
Please check in description of this video kzfaq.info/get/bejne/eJ5mftKdt5rPlJc.html
@MohammadShahid-xn3jd
@MohammadShahid-xn3jd 3 жыл бұрын
@@civilengineeringbyshravan9596 sir csi detailing hy
@prasadpappu23
@prasadpappu23 3 жыл бұрын
#RESPECTED lol
@venkatraman7294
@venkatraman7294 4 жыл бұрын
Plz send me
@thecivilboyverma1430
@thecivilboyverma1430 3 жыл бұрын
kzfaq.info/get/bejne/g7qEm7emsp3eips.html
@ansariabid5623
@ansariabid5623 3 жыл бұрын
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.
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