Post Tension Slab Design in ETABS 2016

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  • เผยแพร่เมื่อ 9 ก.ย. 2016
  • Course Study on Post Tension Slab Design. This is part-2.

ความคิดเห็น • 25

  • @frozanbarakzai1136
    @frozanbarakzai1136 7 ปีที่แล้ว

    Which Software do designer use for designing curved or semi curved tall buildings? Different irregular curve shaped structures in different countries?

  • @sonhoang2310
    @sonhoang2310 7 ปีที่แล้ว

    tell me? why strip B has layout type distributed and resever parabola, and strip A has "banded" vs "parabola" please , and thanks u so much

  • @ketankharche7320
    @ketankharche7320 3 ปีที่แล้ว

    Flexural reinforcement is including pt reinforcement or without pt reinforcement?

  • @jeremychoy1294
    @jeremychoy1294 4 ปีที่แล้ว

    Hi! I was trying to model post tension slab as well in my model. However, ill-condition occur when I run the model. I am not sure how I can fix it. Many thanks.

  • @ccaaproduction105
    @ccaaproduction105 4 ปีที่แล้ว

    Good job, Thank you for your information.

  • @Zorot99
    @Zorot99 10 หลายเดือนก่อน

    When I apply the tendons in the model, I don’t see any difference in deformation between the ultimate and generated load combination for PT.
    What is wrong?

  • @ugpksa5807
    @ugpksa5807 6 ปีที่แล้ว

    how to rectify the stress limit in etabs without increasing section and tendons, any other way to modify the stress limitation( taken upper limit)

  • @mohammedimranlicensedstruc1236
    @mohammedimranlicensedstruc1236 7 ปีที่แล้ว

    Sir Md Humayun Kabir @DECODE BD may I know who to check deflection of slab ( for flat slab and post tensioned slab ) using etabs software.

  • @frozanbarakzai1136
    @frozanbarakzai1136 7 ปีที่แล้ว +4

    Thanks a million. Please keep it up on ETABS. We need more on ETABS. Please on advanced topics as well. Can you please recommend me a book on the interpretation of Etabs Results? How to understand the Etabs Results? Please share it with me?

    • @Catloverss95
      @Catloverss95 2 ปีที่แล้ว

      Structural analysis, SAP 2000, ETabs, and Finite element method
      th-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos

  • @uniqueindian217
    @uniqueindian217 4 ปีที่แล้ว

    Sir u r best 👌💯💯💯

  • @mohammedimranlicensedstruc1236
    @mohammedimranlicensedstruc1236 4 ปีที่แล้ว

    Sir can you make tutorial on banded slab for post tensioned slab. When i place a tendon it is limited to slab itself i could not make it move to beam please answer i need your help sir.

    • @Catloverss95
      @Catloverss95 2 ปีที่แล้ว

      Structural analysis, SAP 2000, ETabs, and Finite element method
      th-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos

  • @engr.abdulla3303
    @engr.abdulla3303 4 ปีที่แล้ว

    ETABS For PT Design is this reliable?!

  • @pyarebache3973
    @pyarebache3973 4 ปีที่แล้ว

    Please post a video on post tensioned flat plate design....

    • @Catloverss95
      @Catloverss95 2 ปีที่แล้ว

      Structural analysis, SAP 2000, ETabs, and Finite element method
      th-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos

  • @devlin6937
    @devlin6937 3 ปีที่แล้ว

    Sir, can u show How to design post tensioning beam?

    • @Catloverss95
      @Catloverss95 2 ปีที่แล้ว

      Structural analysis, SAP 2000, ETabs, and Finite element method
      th-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos

  • @sirajudheench8819
    @sirajudheench8819 3 ปีที่แล้ว

    Excellent. Can we do RC slab design in ETAB ? Please upload a video for that.

    • @Catloverss95
      @Catloverss95 2 ปีที่แล้ว

      Structural analysis, SAP 2000, ETabs, and Finite element method
      th-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos

  • @tersorakoso4702
    @tersorakoso4702 3 ปีที่แล้ว +1

    The background music is too much,

    • @Catloverss95
      @Catloverss95 2 ปีที่แล้ว

      Structural analysis, SAP 2000, ETabs, and Finite element method
      th-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos

  • @farazsfz1756
    @farazsfz1756 3 ปีที่แล้ว

    why you people don't say anything it's so boring to watch lectures like this