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Mathcad - Deflexion Viga v2

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FORMULAS DE DISEÑO DE DEFLEXION DE VIGAS

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  • DEFLEXIONES

    h 20inr 3ind h r 17 inb 12inL 20ftWD 1000

    lbfft

    fc 3000lbf

    in2

    n 9As 3in2 2 0

    Igb h312

    8 103 in4

    fr 7.5 fclbf

    in2 410.792 lbf

    in2

    yth2

    10 in

    Mcrfr Igyt

    2.739 104 lbf ft

    MaWD L

    28

    5 104 lbf ft

    f x( )b2x2 n As x n As d

    x 5inroot f x( ) x( ) 6.781 inx 6.781in

    Icrb h33

    n As d x( )2 3.482 104 in4

    IeMcrMa

    3Ig 1 Mcr

    Ma

    3

    Icr 3.041 10

    4 in4

    Ec 57000 fclbf

    in2 3.122 106 lbf

    in2

  • D5

    384

    WD L4

    Ec Ie 0.038 in

    1 50 2

    DD D 0.076 in

    T D DD 0.114 in