CALCULO DE MOMENTOS flectores.pdf

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  • 7/25/2019 CALCULO DE MOMENTOS flectores.pdf

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    3-2 2-1 VOLADIZO

    2.411 1.993 0.631

    4.220 3.310 0.590

    4.070 4.070 2.639 2.639

    0.422 3.376 0.422 0.331 2.648 0.331 0.59

    4.070 4.070 2.639 2.639

    Mmax 3.435 Mmax 1.747

    5.087 5.087 3.298 3.298 0.372

    M3 1.932 1.932 M2 M2 0.983 0.983 M1 M1 0.110

    5.087 4.070 4.070 3.298 2.639 2.639 0.372

    DFC 0.00

    -4.07 -2.64

    -4.070 -5.087 -2.639 -3.298

    -1.932 -1.932 -0.983 -0.983 -0.110DMF 0 0 0 0 0

    0 0 0 0

    3.435 1.747

    TRAMO

    CARGA MAYORADA(Tn/m)

    DISTANCIA

    DIAGRAMA DE FUERZAS CORTANTES Y MOMENTO FLECTOR (EJE A-A )

    3 2 12 1

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    3-2 2-1 VOLADIZO

    4.500 3.650 0.631

    4.220 3.310 0.590

    7.596 7.596 4.833 4.833

    0.422 3.376 0.422 0.331 2.648 0.331 0.59

    7.596 7.596 4.833 4.833

    Mmax 6.411 Mmax 3.199

    9.495 9.495 6.041 6.041 0.372

    M3 3.606 3.606 M2 M2 1.800 1.800 M1 M1 0.110

    9.495 7.596 7.596 6.041 4.833 4.833 0.372

    DFC 0.00

    -7.60 -4.83

    -7.596 -9.495 -4.833 -6.041

    -3.606 -3.606 -1.800 -1.800 -0.110DMF 0 0 0 0 0

    0 0 0 0

    6.411 3.199

    TRAMO

    CARGA MAYORADA(Tn/m)

    DIAGRAMA DE FUERZAS CORTANTES Y MOMENTO FLECTOR (EJE B-B )

    DISTANCIA

    3 2 12 1

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    3-2 2-1 VOLADIZO

    4.514 3.650 0.631

    4.220 3.310 0.590

    7.620 7.620 4.833 4.833

    0.422 3.376 0.422 0.331 2.648 0.331 0.59

    7.620 7.620 4.833 4.833

    Mmax 6.431 Mmax 3.199

    9.525 9.525 6.041 6.041 0.372

    M3 3.617 3.617 M2 M2 1.800 1.800 M1 M1 0.110

    9.525 7.620 7.620 6.041 4.833 4.833 0.372

    DFC 0.00

    -7.62 -4.83

    -7.620 -9.525 -4.833 -6.041

    -3.617 -3.617 -1.800 -1.800 -0.110DMF 0 0 0 0 0

    0 0 0 0

    6.431 3.199

    CARGA MAYORADA(Tn/m)

    DISTANCIA

    DIAGRAMA DE FUERZAS CORTANTES Y MOMENTO FLECTOR (EJE C-C )

    TRAMO

    3 2 12 1

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    3-2 2-1 VOLADIZO

    2.425 2.735 0.631

    4.220 3.310 0.590

    4.093 4.093 3.621 3.621

    0.422 3.376 0.422 0.331 2.648 0.331 0.59

    4.093 4.093 3.621 3.621

    Mmax 3.455 Mmax 2.397

    5.117 5.117 4.526 4.526 0.372

    M3 1.943 1.943 M2 M2 1.348 1.348 M1 M1 0.110

    5.117 4.093 4.093 4.526 3.621 3.621 0.372

    DFC 0.00

    -4.09 -3.62

    -4.093 -5.117 -3.621 -4.526

    -1.943 -1.943 -1.348 -1.348 -0.110

    DMF 0 0 0 0 0

    0 0 0 0

    3.455 2.397

    DIAGRAMA DE FUERZAS CORTANTES Y MOMENTO FLECTOR (EJE D-D )

    TRAMO

    CARGA MAYORADA(Tn/m)

    DISTANCIA

    3 2 12 1