Complete Slab Design in ETABS software | complete G+1 building detailing | civil engineering |online

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  • เผยแพร่เมื่อ 2 ต.ค. 2024
  • #etabs #civilengineering #buildingdesign
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ความคิดเห็น • 40

  • @Nimrang_M_Ricky_Kom
    @Nimrang_M_Ricky_Kom 18 วันที่ผ่านมา +1

    Etabs or StadPro ...which one gives more accurately?

    • @civilengineeringbyshravan9596
      @civilengineeringbyshravan9596  16 วันที่ผ่านมา +1

      I was already uploaded a video on it please check
      th-cam.com/video/CAbh9RU_q64/w-d-xo.html

  • @rohankumbhoje6016
    @rohankumbhoje6016 2 ปีที่แล้ว +2

    Sir i have contacted you to your mail but you are not replying for detailing software link

  • @yashlaxkar4044
    @yashlaxkar4044 ปีที่แล้ว +2

    Can we check the punching shear ration value in this slab design method ?

  • @janeswarib6729
    @janeswarib6729 5 หลายเดือนก่อน

    Csi detailng instal video link
    Pls

  • @darshilmoradiya5915
    @darshilmoradiya5915 4 หลายเดือนก่อน

    how to downloard CSI detail

  • @er.rajatkumarsingh5611
    @er.rajatkumarsingh5611 2 ปีที่แล้ว +3

    Sir sheet banana batye kese bante h sheet aur padte kese h sheet ko

  • @Mohsinbagban
    @Mohsinbagban ปีที่แล้ว

    I have observed that in 2 Way Slabs (Shells), Strips always show maximum moment along Ly instead of Lx. Whether you change the local axis angle or not and No matter what is Ly/Lx Value. Even for Ly/Lx> 2, the maximum moment is along Ly only.
    I have applied edge releases on all 4 sides M=0 & T=0.
    I even changed strip layers making Layer A for Lx & Layer B for Ly and vice versa. No change.
    Please reply if you know anyway around it.

  • @onkarpawar1756
    @onkarpawar1756 ปีที่แล้ว

    Sir I am using e tab v17 can I download detailing version 18 I doesn't find out v17version of deatiling please share me v17 version of csi detailing of cracked

  • @joachimbotsie9489
    @joachimbotsie9489 11 หลายเดือนก่อน

    Good work sir. Please how can I get the CSI detailing software

  • @rejinyahel2170
    @rejinyahel2170 ปีที่แล้ว

    13:38 u dont need any concrete for that column ...

  • @andrewopiyo8568
    @andrewopiyo8568 ปีที่แล้ว +1

    NICE ONE SIR👍

  • @elmotazabbas802
    @elmotazabbas802 2 ปีที่แล้ว

    Am facing a message of warring, concrete frame result are not available, what I have to change.

  • @aungphyo3032
    @aungphyo3032 ปีที่แล้ว

    Can I use CSI detailing 18
    along with ETAB 20?

  • @hanibaltesfamichael5936
    @hanibaltesfamichael5936 ปีที่แล้ว

    Thanks sir, but is protastructure better for detailing?

  • @MrAnubhav116
    @MrAnubhav116 2 ปีที่แล้ว

    Sir when I try to design slab the option is not active in my screen what to do

  • @menkapandey482
    @menkapandey482 2 ปีที่แล้ว

    Sir can you please send me CSI software

  • @illusionarchitecturalplann7655
    @illusionarchitecturalplann7655 2 ปีที่แล้ว

    Sir plz help me i am using etab 18 and rcdc v8 but it not get import in rcdc

  • @mohanmote6852
    @mohanmote6852 8 หลายเดือนก่อน

    reinforcement percentage kahase dekhe

  • @bharathbarath7381
    @bharathbarath7381 2 ปีที่แล้ว

    How to design slab reinforcement ?

  • @nadeem314
    @nadeem314 2 ปีที่แล้ว

    sir make a video on steel design connections after analysis and design of structure

  • @ananddaftardar7082
    @ananddaftardar7082 2 ปีที่แล้ว

    Sir how can we get design detailing ? pls give

  • @cartoonlover3904
    @cartoonlover3904 2 ปีที่แล้ว

    Sir we can trust on this detailing for column rebar daya for multistorey?

  • @MOHAMMADASIF-un1tq
    @MOHAMMADASIF-un1tq 2 ปีที่แล้ว

    sir it is not working in etabs 2016

  • @abhiravsaxena4222
    @abhiravsaxena4222 ปีที่แล้ว

    Nice Explanation thanku sir 😊

  • @thirupataiahkota6201
    @thirupataiahkota6201 2 ปีที่แล้ว

    Please spend me sir

  • @menkapandey482
    @menkapandey482 2 ปีที่แล้ว

    Sir how can we get design detailing ?

  • @MrAnubhav116
    @MrAnubhav116 2 ปีที่แล้ว

    Sir my slab design options are inactive can you please tell why ?

  • @np5106
    @np5106 2 ปีที่แล้ว

    Thank u buddy

  • @np5106
    @np5106 2 ปีที่แล้ว

    How can we decides that whether structure is safe or not in software

    • @nahidmustneeded2714
      @nahidmustneeded2714 ปีที่แล้ว

      Without analysing u can't design anything ..Here sir has already rechecked and made all the members pass... so it's ok

  • @illusionarchitecturalplann7655
    @illusionarchitecturalplann7655 2 ปีที่แล้ว

    Thanks sir

  • @veerygd
    @veerygd 2 ปีที่แล้ว

    Great work sir

    • @rejinyahel2170
      @rejinyahel2170 ปีที่แล้ว

      Yaa grt work for 230 230 column using 3 16 mm dia bar .... Most unecnomical design ....

    • @rejinyahel2170
      @rejinyahel2170 ปีที่แล้ว

      Also its a 2 story building note that