Building design (G+1) in ETABS Software

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  • เผยแพร่เมื่อ 25 พ.ค. 2020
  • #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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ความคิดเห็น • 134

  • @Yasirkhan-zc1hw
    @Yasirkhan-zc1hw 4 ปีที่แล้ว +1

    Thank you Shravan Dear for such a nice explanation.

    • @noornoori6722
      @noornoori6722 3 ปีที่แล้ว

      th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html

  • @theone5774
    @theone5774 3 ปีที่แล้ว +1

    Thanks you sir ❤️❤️

  • @civilarchknowledgebyajmal
    @civilarchknowledgebyajmal 2 ปีที่แล้ว +2

    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?

  • @owaissofi5321
    @owaissofi5321 3 ปีที่แล้ว

    Well explained

  • @amitchavan2198
    @amitchavan2198 4 ปีที่แล้ว

    Hello I was working in staad pro for girder analysis. I got an error while defineing girder profile can u please help with it ??

  • @sourabhpatil6329
    @sourabhpatil6329 3 ปีที่แล้ว +1

    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

  • @ankitpandey5231
    @ankitpandey5231 2 ปีที่แล้ว +1

    Hey , are the distance considered between columns c/c if not how to take the proper distance

  • @ozenmehmet7
    @ozenmehmet7 ปีที่แล้ว +1

    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?

  • @mohamedmansoorali5310
    @mohamedmansoorali5310 4 ปีที่แล้ว +2

    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 ปีที่แล้ว +1

      He should take as rebar not Steel in material properties

  • @tsheringyeltshen
    @tsheringyeltshen 3 ปีที่แล้ว

    respected engineer sir ji

  • @hariomchandra9048
    @hariomchandra9048 2 ปีที่แล้ว

    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.

  • @padmarajsubramonian935
    @padmarajsubramonian935 3 ปีที่แล้ว +1

    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 ปีที่แล้ว

      th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html

  • @AHolyDream
    @AHolyDream 3 ปีที่แล้ว

    Sir please tell me which design code is nearly same about Bangladesh BNBC Code in etabs 2018 version

  • @agrawal717
    @agrawal717 3 ปีที่แล้ว +1

    I m using 18.1.1 version of etabs..how can i access detailing option

  • @sukanta196845
    @sukanta196845 4 ปีที่แล้ว +5

    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 ปีที่แล้ว

      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 ปีที่แล้ว +6

      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 ปีที่แล้ว

      th-cam.com/video/MTThTuM7zZg/w-d-xo.html

    • @mohammadmujtaba7964
      @mohammadmujtaba7964 3 ปีที่แล้ว +2

      @@civilengineeringbyshravan9596 M30 use kartey ho aap practicle me sir

  • @adnanjanujaz822
    @adnanjanujaz822 4 ปีที่แล้ว

    Thank you !

    • @noornoori6722
      @noornoori6722 3 ปีที่แล้ว

      th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html

  • @MohsinKhan-nl8ti
    @MohsinKhan-nl8ti 2 ปีที่แล้ว

    Super

  • @ruchikagulabani8815
    @ruchikagulabani8815 ปีที่แล้ว +1

    at 24:09 rebar selection rules for columns is not visible. but really nice video

  • @yogeshp3366
    @yogeshp3366 3 ปีที่แล้ว

    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

  • @magdhumhussain3570
    @magdhumhussain3570 3 ปีที่แล้ว

    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 ปีที่แล้ว

      th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html

  • @researchwork1409
    @researchwork1409 4 ปีที่แล้ว

    Sir, what should we take either steel or Rebar for reinforcement while defining the material?

  • @er.yagneshdave4899
    @er.yagneshdave4899 3 ปีที่แล้ว +1

    Thank you sir , Good work , I request Ek G+7 No video Banavo ne sir please .

    • @noornoori6722
      @noornoori6722 3 ปีที่แล้ว

      th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html

  • @Trippo_men
    @Trippo_men 4 ปีที่แล้ว

    How to confirm the sizes of beams and columns??? Pls answer

  • @trilokjha540
    @trilokjha540 3 ปีที่แล้ว +1

    Rebar selection for column and beam window under concrete frame design is missing in my etabs.....how to bring back

    • @noornoori6722
      @noornoori6722 3 ปีที่แล้ว

      th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html

  • @TheSohaib619
    @TheSohaib619 2 ปีที่แล้ว

    wont etabs consider the dead load itself ?

  • @rahulsomde5094
    @rahulsomde5094 3 ปีที่แล้ว

    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 ปีที่แล้ว

      th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html

  • @kingkhanmr.a5935
    @kingkhanmr.a5935 4 ปีที่แล้ว

    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 ปีที่แล้ว

      Hello @civilengineeringbyshravan can answer for this

  • @rishabh6155
    @rishabh6155 4 ปีที่แล้ว +8

    Why did you calculate the self-weight?
    ETABS considers the self-weight of the structure by itself.
    I think this is not correct.

  • @anushadobbala4943
    @anushadobbala4943 3 ปีที่แล้ว +2

    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 ปีที่แล้ว +1

      Same problem can you get solution ?

    • @muhammed007salih
      @muhammed007salih ปีที่แล้ว

      May be listed under last of design tab

  • @nisarahmedkhan6101
    @nisarahmedkhan6101 4 ปีที่แล้ว +1

    Sir,
    Please share a video regarding how to model basement and design.
    Regards
    Nisar Ahmad

    • @civilengineeringbyshravan9596
      @civilengineeringbyshravan9596  4 ปีที่แล้ว

      I think u need plinth beams design also

    • @nisarahmedkhan6101
      @nisarahmedkhan6101 4 ปีที่แล้ว

      Sir, if you send design of basement and rcc retaining walls along with calculations of soil pressure, will be sufficient to me.
      Regards

  • @gauravkoshti2308
    @gauravkoshti2308 3 ปีที่แล้ว

    Thanks for the video. In my ETABS 17 version detailing tab is not visible. Could you please help me to get ?

  • @qualityengineersguide
    @qualityengineersguide ปีที่แล้ว +1

    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

  • @Kannadahuduga.
    @Kannadahuduga. 3 ปีที่แล้ว

    Sir. To get detailing option in menu bard tool in etabs it's not showing any settings please let me know

    • @noornoori6722
      @noornoori6722 3 ปีที่แล้ว

      th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html

  • @suhailraza7251
    @suhailraza7251 3 ปีที่แล้ว +4

    detailing option is missing in my etabs 2017.
    Please help sir.

    • @yashinthapanduka7874
      @yashinthapanduka7874 3 ปีที่แล้ว

      im having the same issue, did you come up with any solutions mate?

    • @ansariabid5623
      @ansariabid5623 3 ปีที่แล้ว

      Detailing was included in software till 2016version. Above version don't have detailing inbuilt in software u need to download etabs detailing software seperately

  • @nikhilmhatre1781
    @nikhilmhatre1781 2 ปีที่แล้ว

    Seismic and wind load for Gplus 1???

  • @praveenkalkundri8652
    @praveenkalkundri8652 2 ปีที่แล้ว +1

    Sir, How can we design and analyze this using SP-16 in Etab 17.1

  • @FaizanKhan-ej4rx
    @FaizanKhan-ej4rx 3 ปีที่แล้ว +3

    No need to add self weight & dead load...etab consider it automatically..

  • @nisarahmedkhan6101
    @nisarahmedkhan6101 4 ปีที่แล้ว

    How to model and design basement .

  • @deepbhavsar5231
    @deepbhavsar5231 4 ปีที่แล้ว +4

    Why U take Steel for Fe550 , why not Rebar???

  • @Hanumu123
    @Hanumu123 2 ปีที่แล้ว

    HAI SIR CONCRETE FRAME MENU BAR NOT VISIBLE REBAR ICON

  • @mr_kashmir
    @mr_kashmir 3 ปีที่แล้ว

    Detailing option is missing in my ETABS 2017 how to fix it plz help.

    • @rex2324c
      @rex2324c 3 ปีที่แล้ว

      You have to download hai detailing soft.

  • @PokarAcademy
    @PokarAcademy 3 ปีที่แล้ว

    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 ปีที่แล้ว

      What should be the dimensions of beam instead?

  • @YungAnon7
    @YungAnon7 2 ปีที่แล้ว +1

    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 ปีที่แล้ว

      which version ETABS you are using currently ?

    • @ozenmehmet7
      @ozenmehmet7 ปีที่แล้ว

      @@civilengineeringbyshravan9596 I m using etabs 20.3.0 version also like this.

  • @blissfulmelodies4533
    @blissfulmelodies4533 3 ปีที่แล้ว +1

    Can you provide how to downloade tabs

  • @MyWorld-jt4ky
    @MyWorld-jt4ky 3 ปีที่แล้ว

    Please do in staadpro software br

  • @MrPrabhuprasad
    @MrPrabhuprasad 3 ปีที่แล้ว

    Thanks for your video shravan, but in this Design where is the Load combinations after Loads assign

    • @noornoori6722
      @noornoori6722 3 ปีที่แล้ว

      th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html

  • @chatpatgamingyt2707
    @chatpatgamingyt2707 2 ปีที่แล้ว

    How to make building economical and safety?

  • @er.umarkhan
    @er.umarkhan 3 ปีที่แล้ว

    I Can't see the 3d rendering view for reinforcement?

    • @noornoori6722
      @noornoori6722 3 ปีที่แล้ว

      th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html

  • @Rythm_by_Bindu
    @Rythm_by_Bindu 3 ปีที่แล้ว +1

    Excellent work sir ultimate I need the documents sir

    • @civilengineeringbyshravan9596
      @civilengineeringbyshravan9596  3 ปีที่แล้ว

      Text me to my mail

    • @Rythm_by_Bindu
      @Rythm_by_Bindu 3 ปีที่แล้ว +2

      @@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 ปีที่แล้ว

      hello did u get this file ??? if yes can u please send me on my email id dasonirajesh@gmail.com thanks

  • @abid_hussain123
    @abid_hussain123 3 ปีที่แล้ว

    Why you applied force of 01 unit on all points?

    • @noornoori6722
      @noornoori6722 3 ปีที่แล้ว

      th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html

  • @kingkhanmr.a5935
    @kingkhanmr.a5935 4 ปีที่แล้ว

    Hello sir I'm using Etabs 18.1.1 version in that design - concrete section design- rebar section rules for columns is not available

  • @KISHANKUMAR-xf4ki
    @KISHANKUMAR-xf4ki 4 ปีที่แล้ว +2

    Sir which best software etaabs and staad

  • @sheshcharansavakar1810
    @sheshcharansavakar1810 ปีที่แล้ว

    Friends in laptop etabs if we run the model means it will run and animation not working friends

  • @bheemaabhinav7941
    @bheemaabhinav7941 3 ปีที่แล้ว

    Bro what about walls and their self weight?

    • @noornoori6722
      @noornoori6722 3 ปีที่แล้ว

      th-cam.com/video/LSSXL3sVVZ0/w-d-xo.html

  • @padmarajsubramonian935
    @padmarajsubramonian935 3 ปีที่แล้ว +2

    Etabs took selfweight by their own. Y you applied selfweight additionally.

  • @anushaboora144
    @anushaboora144 3 ปีที่แล้ว

    Why you didnot draw staircase

  • @akshaykumar-vc3yv
    @akshaykumar-vc3yv 3 ปีที่แล้ว +1

    In etabs v 19 I cannot detail same model

    • @civilengineeringbyshravan9596
      @civilengineeringbyshravan9596  3 ปีที่แล้ว

      we can do the same model

    • @akshaykumar-vc3yv
      @akshaykumar-vc3yv 3 ปีที่แล้ว

      @@civilengineeringbyshravan9596 while detailing in csidetail v18 one error coming ," an abnormal condition has occurred ,program needs to terminate

  • @anjalirathod6940
    @anjalirathod6940 3 ปีที่แล้ว +1

    Sir etabs error saving. Is coming how to solve it

  • @ahsan.t1897
    @ahsan.t1897 3 ปีที่แล้ว +1

    where is foundation design?

  • @MohammadShahid-xn3jd
    @MohammadShahid-xn3jd 3 ปีที่แล้ว

    Please give lick etabs detailing

  • @shadowvapour8372
    @shadowvapour8372 3 ปีที่แล้ว

    I need a job 😔

  • @sweetusen3744
    @sweetusen3744 3 ปีที่แล้ว

    सर
    फाउंडेशन डिज़ाइन नहीं बताया आपने

  • @HabiburRahaman-hr4jn
    @HabiburRahaman-hr4jn 3 ปีที่แล้ว +1

    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 ปีที่แล้ว +1

      Yes we can

    • @HabiburRahaman-hr4jn
      @HabiburRahaman-hr4jn 3 ปีที่แล้ว

      @@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.

  • @er.chetanlaxmanpatilcreati3923
    @er.chetanlaxmanpatilcreati3923 3 ปีที่แล้ว

    Working this software internet will off and on

  • @venkatraman7294
    @venkatraman7294 4 ปีที่แล้ว

    Hii Sir I want ETabs Link

  • @prasadpappu23
    @prasadpappu23 3 ปีที่แล้ว

    #RESPECTED lol

  • @kumarshinde3065
    @kumarshinde3065 4 ปีที่แล้ว +1

    Share auto cad file

    • @civilengineeringbyshravan9596
      @civilengineeringbyshravan9596  4 ปีที่แล้ว +1

      Watch link in video which I provide you in description

    • @kumarshinde3065
      @kumarshinde3065 4 ปีที่แล้ว

      @@civilengineeringbyshravan9596 can you elaborate advance material properties, or share the acceptance criteria strain as per IS code

  • @MohammadShahid-xn3jd
    @MohammadShahid-xn3jd 3 ปีที่แล้ว

    I want etabs install lick please please

  • @venkatraman7294
    @venkatraman7294 4 ปีที่แล้ว

    Plz send me

  • @ansariabid5623
    @ansariabid5623 3 ปีที่แล้ว

    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.