Slope Deflection method frame :Non sway | Civil Engineering

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  • Опубликовано: 29 ноя 2024

Комментарии • 10

  • @asraanjum7349
    @asraanjum7349 5 лет назад +3

    Why deflection delta is zero every where mam?

  • @RamKumar-ru5zx
    @RamKumar-ru5zx 5 лет назад

    Very nice. . No comments

  • @nksconstructionworld2819
    @nksconstructionworld2819 4 года назад +1

    Mam one more video portal frame ABCD the point A is hinged and D point is fixed BC is horizontal beam with acting point load 4 kN and joint CD ACTING uDL load 2 kN AB is no force length of AB 3m and BC 2m and cD 4m

  • @neelpathak007
    @neelpathak007 5 лет назад

    Lots of love ma'am

  • @sanjaynp4239
    @sanjaynp4239 3 года назад

    Thank you mam 😊

  • @venkatreddypolapally2142
    @venkatreddypolapally2142 2 года назад

    First it is to be explained how the given frame is a nonsway frame.
    Pl explain,
    Tha k you.

  • @Vinay-qy1yv
    @Vinay-qy1yv 5 лет назад

    13:27 how to choose positive or negative side for frames please tell me which side is positive and which is negative side

  • @MOMENT1997
    @MOMENT1997 5 лет назад

    sinking support ka bi krwao

  • @thusithamu7054
    @thusithamu7054 4 года назад

    6:09 "we are having 2EI"
    WEll how?

  • @FRaimiImranMohamedNasir
    @FRaimiImranMohamedNasir 4 года назад +1

    too many cuts, the steps should be clear until the end