STAAD Pro Tutorials - Design of RCC Multistorey Building Part 1 ( Day 6 )

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  • เผยแพร่เมื่อ 30 ม.ค. 2025

ความคิดเห็น • 35

  • @chethanksc032
    @chethanksc032 4 ปีที่แล้ว

    Hi sir this is chethan, actually what your teaching is very easy to understand it is more helpful to me thanks for that, but i have doubts in this class i.e design of multistorey building part-1 is actually what ur taking distance along X & z axis is node to node it is c/c distance of columns right but ur not taken like that

  • @farahabdulhalim
    @farahabdulhalim 4 ปีที่แล้ว

    Hi, I found that some people could not find the concrete codes. It happened to me before and I wish it will help other people as well. It is under the grey coloured tab (on the left) Modelling -> Design -> Concrete. Under design tab will find there are steel, concrete, timber, aluminium and shear wall (from top to bottom order). The concrete tab just below the steel tab. Click concrete and you will be able to find codes related to concrete.

  • @prateekkhandelwal1840
    @prateekkhandelwal1840 4 ปีที่แล้ว +1

    same steps I followed but it shows warning about floor/one-way loads/weights

  • @azmetwork1464
    @azmetwork1464 5 ปีที่แล้ว

    The dimension u have taken is 6x5 but we need to take center to center of the column

  • @abhikhant5814
    @abhikhant5814 4 ปีที่แล้ว

    Sir here in this video why without adding or describe the slab but still is showing the load in slab

  • @praveenupadhyay.
    @praveenupadhyay. 6 ปีที่แล้ว

    its easy for understanding nice, why direction is taking +1 not -1 please confirm my doubt?

    • @htd6286
      @htd6286  6 ปีที่แล้ว

      + mean upward directino & - is downward, 1 mean 100% of load

  • @markcanicula
    @markcanicula 7 ปีที่แล้ว +1

    Sir i observed that the design results shows 12mm rebar on column and 20mm on beam main rebars. is that okay? what is your opinion on this.

    • @markcanicula
      @markcanicula 7 ปีที่แล้ว +2

      im sorry, there is no 20mm, only 10mm on beam. my mistake lol

    • @htd6286
      @htd6286  6 ปีที่แล้ว

      The dia of bar depend on the load of the section ! If the load is high then bar dia will be high !

  • @gharnakshacom
    @gharnakshacom 5 ปีที่แล้ว

    Sir
    How to find out no. Of bar and size and spacing for slab design in staad pro

  • @jatinkalra2300
    @jatinkalra2300 6 ปีที่แล้ว

    Hlo sir,first of all thank u for these tutorial .I have a doubt when I perform the above design I see an error says," Unexpected command in load data" what to do

  • @nuovoengineering497
    @nuovoengineering497 7 ปีที่แล้ว

    Hi
    for dead load you choose self weight . then you choose dead loads of beams why is that while you already choose it?
    thanks

    • @htd6286
      @htd6286  7 ปีที่แล้ว +1

      wall is also a dead load ! thats why !

  • @Checkmate777shiv
    @Checkmate777shiv 7 ปีที่แล้ว

    SIR STAIR CASE HO YA MIDDLE BEAM THEN ANY OTHER BEAM CREATERD BY WC AND BATH THEN HOW TO DESIGN

  • @soumyadipsaha2889
    @soumyadipsaha2889 6 ปีที่แล้ว

    how did you get the floor load 5.5 KN/M2??

    • @htd6286
      @htd6286  6 ปีที่แล้ว

      Watch other tutorial on my channel !

  • @jainikshah3875
    @jainikshah3875 5 ปีที่แล้ว

    hello sir, when im designing structure, then after completion of whole process when i click on any beam or column it doesn't show concrete design, what could be possible error i am doing.

    • @htd6286
      @htd6286  4 ปีที่แล้ว

      Send me the file sandi5793@gmail.com

  • @girishsharma1345
    @girishsharma1345 7 ปีที่แล้ว

    Sir
    In the other video of multistory building
    U choose the floor load range from
    Ground floor to top floor i.e from 0 to 6.6 m
    Bt in this video
    U have taken the range from foundation i.e from 2m to 19 m
    Plz tell from where to cosider
    Either from ground floor
    Or
    From foundation

    • @htd6286
      @htd6286  7 ปีที่แล้ว +1

      Because in that case Y range of the G.F. is 0 & other case Y range of the G.F. is 2.
      If you watch the tutorials carefully you will understand this !

  • @mingyang5720
    @mingyang5720 6 ปีที่แล้ว

    shall i just follow the -16.5 you put?

    • @htd6286
      @htd6286  6 ปีที่แล้ว

      Never !
      Follow these tutorial and you will know how to calculate the loads !!
      STAAD Pro Tutorials - General Values for Load Calculation ( Day 55 )
      th-cam.com/video/S6mdbfkxUUs/w-d-xo.html
      STAAD Pro Tutorials - Load Calculation for Slab Design ( Day 56 )
      th-cam.com/video/TrbQrsuSVyY/w-d-xo.html
      STAAD Pro Tutorials - Load Calculation for Beam Design ( Day 57 )
      th-cam.com/video/I-w-4FqjiJ8/w-d-xo.html

  • @abhimanyurathore855
    @abhimanyurathore855 7 ปีที่แล้ว

    Hi Sir,
    Thank you for amazing videos. Can you help me with designing of "Hidden beams" ?

  • @c_78_suvamnath59
    @c_78_suvamnath59 4 ปีที่แล้ว

    sir how to convert steel design to concrete design for that I cannot find the required code IS-456.

  • @subhaengg1309
    @subhaengg1309 7 ปีที่แล้ว

    hello Sir,
    this is subho here , please upload a video related with Pile (pier) analysis with stiffness(sand) property

    • @htd6286
      @htd6286  7 ปีที่แล้ว

      okay !

  • @afamarinze6050
    @afamarinze6050 8 ปีที่แล้ว

    I don't understand why loads ate added with respect to floor heights...am confused

    • @htd6286
      @htd6286  8 ปีที่แล้ว +1

      floor load goes in the floors ! so you have to give the floor height for applying the loads ! for beams & column we select the particular beam for assign the load & for floors we give the floor height to assign the loads !

  • @sharib4523
    @sharib4523 7 ปีที่แล้ว

    Can u plz tell me where is the option to select the license code??

    • @htd6286
      @htd6286  7 ปีที่แล้ว

      i don't understand your question !

  • @rohitkumarreddyberi7048
    @rohitkumarreddyberi7048 6 ปีที่แล้ว

    Why Y direction is positive +1m why it's not -1 M