CSI ETABS - 14 - Concrete Beam Design with Analysis Verification

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  • เผยแพร่เมื่อ 22 ธ.ค. 2024

ความคิดเห็น • 13

  • @BashirAhmed-jo4zq
    @BashirAhmed-jo4zq 3 ปีที่แล้ว

    Very thankful to you for such a nice video series on Etab. YOu are doing great job.

  • @walkerthompson3320
    @walkerthompson3320 2 ปีที่แล้ว

    How do you acount for slab depth when defining your beam depth? Do you define a depth that is full depth minus slab depth, but model the beam insertion point with an offset such that top of beam is flush with bottom of slab? I want to avoid double counting stiffness if we define full depth of beam (including slab depth) but then also have the slab there, too.

  • @naiba996
    @naiba996 3 ปีที่แล้ว

    nice to see your engineering related video again.

  • @supriyadhekale1210
    @supriyadhekale1210 2 ปีที่แล้ว

    How to decide weather to use ordinary or ductile or non sway option in design overwrites??

    • @civilmdc
      @civilmdc  2 ปีที่แล้ว

      These options for earthquake...
      It will not matter in this example

    • @supriyadhekale1210
      @supriyadhekale1210 2 ปีที่แล้ว

      @@civilmdc ok! But want it's explanation if possible pls share.

  • @syakilaharnum2495
    @syakilaharnum2495 3 ปีที่แล้ว

    Sir please help me. Im about on 5th floors but i have miss the scale, could we change the scales like 1:1000 to 1:100 for the exam 1000 m to 100 m. If yes, what should i do. Thank in advance.

  • @tsujeevan
    @tsujeevan 3 ปีที่แล้ว

    Could you please help to do a video for column and Shear wall design and explain the output in detail and compare with the manual method. Thanks in Advance

  • @4everskyline718
    @4everskyline718 3 ปีที่แล้ว

    This is good. Hope you can do a verification on shear wall (T-shape / L-shape) design as well.

    • @civilmdc
      @civilmdc  3 ปีที่แล้ว +1

      Noted with thanks

    • @structures-rw6nj
      @structures-rw6nj 3 ปีที่แล้ว

      th-cam.com/video/dMfk5os4pnc/w-d-xo.html

    • @4everskyline718
      @4everskyline718 3 ปีที่แล้ว

      @@structures-rw6nj Yes we can use the shear wall design function in ETABS, but not many had carry out manual design verification on complicated shape wall.