CSI ETABS - 14 - Truss Analysis (Example 3.2), book Structural Analysis by R.C Hibbeler | part 1

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  • เผยแพร่เมื่อ 1 ก.ย. 2018
  • This video includes modeling of truss, analysis of truss, verification of theoretical method (Method of joint and Method of Section).
    Truss Analysis (Example 3.2) From Structural Analysis by R.C Hibbeler
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ความคิดเห็น • 39

  • @civilmdc
    @civilmdc  5 ปีที่แล้ว +2

    To make a Connection / RELATIONSHIP, Don't forget to press the subscribe button with bell icon to get the latest notifications. My channel :)
    th-cam.com/channels/w9kSuR1bTFBmaMEyD_DXvQ.html

  • @abdulazizshaikh4195
    @abdulazizshaikh4195 หลายเดือนก่อน +1

    Thank you, This will really help me to verify the results obtained from manual calculation.

  • @BashirAhmed-jo4zq
    @BashirAhmed-jo4zq 2 ปีที่แล้ว

    Nice Series of Videos, really helpful for beginners.
    Be blessed Bro

  • @born2die688
    @born2die688 3 ปีที่แล้ว +2

    U don't know how this video helped me.thanx alot
    I have just subscribed to ur channel keep on going

    • @civilmdc
      @civilmdc  3 ปีที่แล้ว +1

      Welcome

  • @muhammadqasim2342
    @muhammadqasim2342 3 ปีที่แล้ว

    Thanks Sir Providing Solution of Example

  • @anjikuiyalams6417
    @anjikuiyalams6417 4 ปีที่แล้ว +1

    Sir Hussain I must thank you for the good content .....keep it up.......in this case, if i had included th dead load component then i would have had to creat the associated combination as well as an envelope that will be used for analysis right??

    • @civilmdc
      @civilmdc  4 ปีที่แล้ว

      For actual design ... Yes

  • @syedilyashussain5612
    @syedilyashussain5612 5 ปีที่แล้ว +1

    Can we draw the truss without using grids? If yes please tell us about that.

    • @civilmdc
      @civilmdc  5 ปีที่แล้ว +1

      Yes.. With reference points and reference planes... But that will too difficult to draw... Easy way is by grids..

  • @mamunmahmud5389
    @mamunmahmud5389 4 ปีที่แล้ว +1

    I cant delete the middle pin support in the same manner asvyou have shown, how can i be able

    • @civilmdc
      @civilmdc  4 ปีที่แล้ว +1

      yes... i have general example.... you can also follow in same.. manner

  • @mamadycisse5968
    @mamadycisse5968 3 ปีที่แล้ว +1

    Very helpful. Thank you sir

    • @civilmdc
      @civilmdc  3 ปีที่แล้ว +1

      Welcome Dear ❤️

  • @chinnamani2989
    @chinnamani2989 5 ปีที่แล้ว +1

    Hi
    Are you following Indian standards or American standards?

    • @civilmdc
      @civilmdc  5 ปีที่แล้ว

      Bro... yes i am using American Standards.... But .....(Analysis is same for every code... and ....for the code you can select your country code... it will give you results related to your theoretical study...

  • @hamzehahmed3004
    @hamzehahmed3004 4 ปีที่แล้ว +1

    Good evening sir would you please help me I did this exercise more than time but every time I finish the work and make analysis and save it and close the programme then when I open it again and click on the analysis order the programme say no load to set
    where is the problem?

    • @civilmdc
      @civilmdc  4 ปีที่แล้ว

      Please unlock the model.......
      Then run analysis

    • @hamzehahmed3004
      @hamzehahmed3004 4 ปีที่แล้ว

      @@civilmdc I could only download the transcript of students Does this have anything to do with my problem? and what do you mean by unlock the model? Could you please help me

  • @ajazsayyed8487
    @ajazsayyed8487 5 ปีที่แล้ว +1

    Asslamualikum sir plz make video on how to assign wind load on pitched roof truss as early as possible. Thank you.

    • @civilmdc
      @civilmdc  5 ปีที่แล้ว

      I am making... Full course on ETABS... that will be online also..
      I will try to cover this topic.

  • @anjanatejaswini6140
    @anjanatejaswini6140 3 ปีที่แล้ว +1

    can we follow same for indetermiante trusses

    • @civilmdc
      @civilmdc  3 ปีที่แล้ว

      Definitely
      Yes

  • @avcdej3950
    @avcdej3950 3 ปีที่แล้ว +1

    What are the methods of analysis of truss system

    • @civilmdc
      @civilmdc  3 ปีที่แล้ว

      This method in the book is stiffness method...
      It gives the same result as method of joint or method of section

  • @simiapoorva7033
    @simiapoorva7033 3 ปีที่แล้ว +1

    How to assign inclined support to a truss member..??

    • @civilmdc
      @civilmdc  3 ปีที่แล้ว +1

      First of all change joint local axis.... At that angle... At which you want to provide support.... Angle...
      Then assign support

    • @simiapoorva7033
      @simiapoorva7033 3 ปีที่แล้ว

      @@civilmdc thanku sir👍

    • @simiapoorva7033
      @simiapoorva7033 3 ปีที่แล้ว

      @@civilmdc there is no option for joint local axis..I can see only frame local axis in etabs 2013 version.. what shall I do?

  • @mamunmahmud5389
    @mamunmahmud5389 4 ปีที่แล้ว +1

    After running, i have not seen the deflected shape in my laptop, can you tell me where is the problem sir??

    • @civilmdc
      @civilmdc  4 ปีที่แล้ว

      Go to .... Display.... deformed shape.... selet load case and then apply

    • @mamunmahmud5389
      @mamunmahmud5389 4 ปีที่แล้ว

      Link??

    • @afiqfarhan3826
      @afiqfarhan3826 4 ปีที่แล้ว

      @@civilmdc i cant choose that becouse not see the deflected shape , so how ?

    • @afiqfarhan3826
      @afiqfarhan3826 4 ปีที่แล้ว +1

      @@civilmdc after run, its not see the deflected shape

    • @civilmdc
      @civilmdc  4 ปีที่แล้ว

      @@afiqfarhan3826
      You have applied the loads wrong...
      That's why
      No deflected shape.... See the steps...
      Here is the full course on CSI ETABS
      th-cam.com/play/PL0h14oMuZXQ5PXbux0l80ox-8gPwcBl5c.html
      See the Truss Analysis... Other videos

  • @markmichaels.deguzman
    @markmichaels.deguzman 3 ปีที่แล้ว +1

    Is it possible for you to send me your examples in a document? It will be very helpful

    • @civilmdc
      @civilmdc  3 ปีที่แล้ว +2

      Dear download the book ... and verification is shown in the video

    • @markmichaels.deguzman
      @markmichaels.deguzman 3 ปีที่แล้ว +1

      Thank you very much! You are so kind❤