SIMPLY SUPPORTED BEAM (VARYING CROSS-SECTION)-SLOPE, LOCATION,MAXIMUM DEFLECTION, MOMENT AREA METHOD

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  • เผยแพร่เมื่อ 2 ก.ค. 2021
  • #CivilSAC
    Solved Numerical
    In this, we will learn how to find the slope at a given point. We will also find the location of maximum deflection and its value by using the moment area method.
    The given beam is simply a supported beam having varying cross-sections. We will also learn how to draw the M/EI diagram for such cases in detail.
    Link to other videos-
    SIMPLY SUPPORTED BEAM WITH OVERHANG - SLOPE AND DEFLECTION USING MOMENT AREA METHOD | SOLVED PROBLEM
    • SIMPLY SUPPORTED BEAM ...
    PROPPED CANTILEVER WITH INTERNAL HINGE || SLOPE & DEFLECTION MOMENT AREA METHOD || SOLVED PROBLEM
    • PROPPED CANTILEVER WIT...
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    THANKS.

ความคิดเห็น • 20

  • @saurabhkumar8884
    @saurabhkumar8884 4 หลายเดือนก่อน +1

    Thanks sir for all doubts clearing in simple way😊

    • @CivilSAC
      @CivilSAC  4 หลายเดือนก่อน

      Thanks 😃, keep watching!

  • @yavuzbulamadik4106
    @yavuzbulamadik4106 2 ปีที่แล้ว +1

    Thanks a lot

  • @umairahmad2418
    @umairahmad2418 3 ปีที่แล้ว +2

    Thank you sir ji

    • @CivilSAC
      @CivilSAC  3 ปีที่แล้ว +2

      Welcome.

  • @nmkh8053
    @nmkh8053 2 ปีที่แล้ว +3

    can you tell me how you are calculating CG or x bar

    • @alexklausenstock3974
      @alexklausenstock3974 ปีที่แล้ว +1

      It is probably a bit late, X bar is the center of each area from the origin (x=0), so for the first segment AC it is the base width divide by 2/3 (only I think he messed it up and took the distance from the left hand side IE 1/3), For the second he has decomposed it into a square (base width /2) + a triangle (base width /3) and for each of these areas he adds the distance of the block to the left edge of the shapes to account for the fact that they are not abutted to the origin (x=0). so + AC which is 10m in this case. hope that clears things up!
      If you want more examples for finding X bar you can probably look up videos that calculate the second moment of inertia for I beams and stuff.

  • @vedanshgarg7938
    @vedanshgarg7938 10 หลายเดือนก่อน

    6:54

  • @vaibhavnagare727
    @vaibhavnagare727 11 หลายเดือนก่อน

    Sir Te/a and Te/b is same or not at y max

  • @jesusalejandroandrademeza1840
    @jesusalejandroandrademeza1840 11 หลายเดือนก่อน +2

    Hi bro! I have a question, when you calculate theta_E/a, shouldn't you multiply by the centroid of it's area to get theta_a?

    • @CivilSAC
      @CivilSAC  11 หลายเดือนก่อน

      No need to multiply it by x bar.

    • @ashok2681
      @ashok2681 5 หลายเดือนก่อน

      Why you are multipled CG distance in theta....

  • @abhilashc.m378
    @abhilashc.m378 11 หลายเดือนก่อน +2

    Bro ,how to calculate X value , everything is understand but X value 🙄 please solve that in comment box

    • @CivilSAC
      @CivilSAC  11 หลายเดือนก่อน

      The x is the distance of the assumed location where the slope of deflected shape of beam is zero.

  • @aaronako5219
    @aaronako5219 4 หลายเดือนก่อน

    So you wouldn't load the diagram on the conjugate beam

  • @yogirajsinghal2502
    @yogirajsinghal2502 ปีที่แล้ว +1

    sir isko macauly se kaise krengey?

    • @CivilSAC
      @CivilSAC  ปีที่แล้ว +2

      I think, it will be difficult to solve because of varying section.

    • @yogirajsinghal2502
      @yogirajsinghal2502 ปีที่แล้ว +1

      @@CivilSAC sir we cannot do it normally just by taking a section x-x?

  • @michealtayo4213
    @michealtayo4213 หลายเดือนก่อน +1

    Rb is wrong

    • @CivilSAC
      @CivilSAC  หลายเดือนก่อน

      Prove it, how is it wrong.