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1. DIAG. INTERAC MURO M1X (1°- 3°)

Date post: 08-Sep-2015
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Description:
Metodología para dibujar el diagrama de iteracion de columnas bajo determinados parametros.
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SISMO X CQC X Top -100.65 -3.25 0.06 Bottom -106.28 -3.25 0.06 Top -19.14 -0.80 0.01 Bottom -19.14 -0.80 0.01 Top 100.30 80.04 0.27 Bottom 100.30 80.04 0.27 Top 124.49 44.26 0.44 Bottom 124.49 44.26 0.44 Top 83.80 67.64 0.23 Bottom 83.80 67.64 0.23 Top 151.65 24.23 0.51 Bottom 151.65 24.23 0.51 FACTOR DE CORRECCION POR SISMO X : VIVA SISMO X SISMO Y CQC X CQC Y MUERTA CARGA LOC P V2 V3 P (Tn)
Transcript
  • SISMO X

    CQC X

    Top -100.65 -3.25 0.06

    Bottom -106.28 -3.25 0.06

    Top -19.14 -0.80 0.01

    Bottom -19.14 -0.80 0.01

    Top 100.30 80.04 0.27

    Bottom 100.30 80.04 0.27

    Top 124.49 44.26 0.44

    Bottom 124.49 44.26 0.44

    Top 83.80 67.64 0.23

    Bottom 83.80 67.64 0.23

    Top 151.65 24.23 0.51

    Bottom 151.65 24.23 0.51

    FACTOR DE CORRECCION POR SISMO X :

    VIVA

    SISMO X

    SISMO Y

    CQC X

    CQC Y

    MURO DE CORTE M1X

    MUERTA

    1

    CARGA LOC P V2 V3

    Ca

    rga

    Ax

    ial, P

    (T

    n)

  • Top -86.4 -13.34 0.06

    Bottom -89.54 -13.34 0.06

    Top -16.36 -3.24 -0.01

    Bottom -16.36 -3.24 -0.01

    Top 26.09 8.41 0.71

    Bottom 26.09 8.41 0.71

    Top 48.95 9.1 0.53

    Bottom 48.95 9.1 0.53

    Top 25.11 7.88 0.54

    Bottom 25.11 7.88 0.54

    Top 55.8 10.52 0.35

    Bottom 55.8 10.52 0.35

    2

    MUERTA

    VIVA

    SISMO X

    SISMO Y

    CQC X

    CQC Y

    CARGA LOC P V2 V3

    -500 -400 -300 -200 -100

    Ca

    rga

    Ax

    ial, P

    (T

    n)

    Momento, M3 (Tn

  • Top -72.22 -10.51 0.01

    Bottom -75.36 -10.51 0.01

    Top -13.89 -2.45 -0.03

    Bottom -13.89 -2.45 -0.03

    Top 27.09 28.27 0.25

    CARGA LOC P V2 V3

    3

    MUERTA

    VIVA

    SISMO X

    -400 -300 -200 -100

    Ca

    rga

    Ax

    ial, P

    (T

    n)

  • Bottom 27.09 28.27 0.25

    Top 37.24 17.02 0.42

    Bottom 37.24 17.02 0.42

    Top 23.26 24.07 0.21

    Bottom 23.26 24.07 0.21

    Top 37.37 8.47 0.48

    Bottom 37.37 8.47 0.48

    CQC X

    CQC Y

    3

    SISMO X

    SISMO Y

    -1000

    -800

    -600

    -400

    -200

    -400 -300 -200 -100

    Ca

    rga

    Ax

    ial, P

    (T

    n)

  • Pu VU Mu Pu

    173.45 5.91 14.09 49.44

    181.33 5.91 14.52 56.48

    148.77 24.18 26.85 102.36

    153.17 24.18 38.42 106.29

    124.72 18.88 24.97 80.55

    129.12 18.88 25.97 84.47

    Pu VU Mu Pu

    1 181.33 5.91 14.52 56.48

    2 153.17 24.18 38.42 106.29

    3 129.12 18.88 25.97 84.47

    BUTOM

    BUTOM

    RESUMEN DE CARGA ULTIMA

    U1= 1.4*Pm+1.7Pv U2= 1.25(Pm+Pv) + Sx

    BUTOM

    RESUMEN DE CARGA ULTIMA

    U1= 1.4*Pm+1.7Pv U2= 1.25(Pm+Pv) + Sx

    1

    2

    3

    TOP

    BOTTOM

    TOP

    BOTTOM

    TOP

    BOTTOM

    -1200Momento, M3 (Tn

  • 1.000

    1.014

    PU VU2 VU3

    -0.15 7.70 -173.45 -5.91 0.10

    0.13 -8.04 -181.33 -5.91 0.10

    -0.03 1.95 -49.44 74.98 0.36

    0.03 -1.92 -56.48 74.98 0.36

    0.30 98.55 -250.04 -85.10 -0.18

    1.21 290.01 -257.08 -85.10 -0.18

    0.36 51.21 9.71 77.12 0.32

    2.34 164.26 4.65 77.12 0.32

    0.28 81.27 -190.89 -82.97 -0.22

    1.14 247.21 -195.95 -82.97 -0.22

    0.37 33.36 -64.76 63.52 0.32

    2.80 86.25 -71.80 63.52 0.32

    -234.71 -73.65 -0.15

    -241.75 -73.65 -0.15

    -5.61 65.66 0.29

    -10.68 65.66 0.29

    -175.56 -71.51 -0.18

    -180.63 -71.51 -0.18

    FACTOR DE CORRECCION POR SISMO Y :

    1.25 (CM+CV)-CQCX

    0.9CM +CQCX

    0.9CM -CQCX

    MURO DE CORTE M1X

    1.4 CM +1.7 CV

    1.25 (CM+CV)+SX

    0.9CM +SX

    1.25 (CM+CV)-SX

    0.9CM -SX

    1.25 (CM+CV)+CQCX

    M2 M3COMBINACION

    DIRECCION X-X

    200

    400

    600

    800

  • PU VU2 VU3

    -0.033 14.86 -148.77 -24.18 0.07

    0.132 -21.15 -153.17 -24.18 0.07

    0.027 3.558 -102.36 -12.32 0.77

    0.005 -5.183 -106.29 -12.32 0.77

    0.751 10.207 -154.54 -29.14 -0.65

    1.173 21.902 -158.47 -29.14 -0.65

    0.684 9.219 -51.67 -3.60 0.76

    0.838 18.65 -54.50 -3.60 0.76

    0.544 7.922 -103.85 -20.42 -0.66

    0.927 18.718 -106.68 -20.42 -0.66

    0.379 9.154 -102.99 -12.73 0.61

    0.666 19.82 -106.91 -12.73 0.61

    -153.91 -28.72 -0.49

    -157.84 -28.72 -0.49

    -52.30 -4.02 0.60

    -55.12 -4.02 0.600.9CM +CQCX

    1.4 CM +1.7 CV

    1.25 (CM+CV)+SX

    1.25 (CM+CV)-SX

    0.9CM +SX

    0.9CM -SX

    1.25 (CM+CV)+CQCX

    1.25 (CM+CV)-CQCX

    M2 M3COMBINACION

    DIRECCION X-X

    -1400

    -1200

    -1000

    -800

    -600

    -400

    -200

    0

    -100 0 100 200 300 400 500

    Momento, M3 (Tn - m)

  • -103.22 -20.00 -0.49

    -106.05 -20.00 -0.49

    PU VU2 VU3

    0.001 13.892 -124.72 -18.88 -0.04

    0.037 -14.477 -129.12 -18.88 -0.04

    0.042 3.248 -80.55 12.07 0.23

    -0.033 -3.357 -84.47 12.07 0.23

    0.453 33.24 -134.73 -44.47 -0.28

    M2 M3COMBINACION

    1.4 CM +1.7 CV

    1.25 (CM+CV)+SX

    1.25 (CM+CV)-SX

    DIRECCION X-X

    0.9CM -CQCX

    -1200

    -1000

    -800

    -600

    -400

    -200

    0

    200

    400

    -100 0 100 200 300 400

    Momento, M3 (Tn - m)

  • 0.272 46.484 -138.65 -44.47 -0.28

    0.605 20.352 -37.91 18.81 0.26

    0.589 27.318 -40.73 18.81 0.26

    0.343 26.567 -92.09 -37.73 -0.24

    0.266 39.419 -94.91 -37.73 -0.24

    0.645 10.318 -84.05 8.21 0.19

    0.693 13.575 -87.98 8.21 0.19

    -131.22 -40.61 -0.24

    -135.15 -40.61 -0.24

    -41.41 14.95 0.22

    -44.24 14.95 0.22

    -88.58 -33.87 -0.20

    -91.41 -33.87 -0.20

    0.9CM +CQCX

    0.9CM -CQCX

    0.9CM -SX

    1.25 (CM+CV)+CQCX

    1.25 (CM+CV)-CQCX

    1.25 (CM+CV)-SX

    0.9CM +SX

    -1000

    -800

    -600

    -400

    -200

    0

    200

    400

    0 100 200 300 400

  • VU Mu Pu VU Mu Pu VU

    74.98 110.61 250.04 85.10 86.49 13.79 43.27

    74.98 277.56 257.08 85.10 302.46 20.83 43.27

    12.32 33.23 154.54 29.14 12.82 75.00 10.79

    12.32 11.01 158.47 29.14 54.82 78.92 10.79

    12.07 54.67 134.73 44.47 11.82 66.97 2.39

    12.07 24.19 138.65 44.47 68.78 70.90 2.39

    VU Mu Pu VU Mu Pu VU

    74.98 277.56 257.08 85.10 302.46 20.83 43.27

    12.32 11.01 158.47 29.14 54.82 78.92 10.79

    12.07 24.19 138.65 44.47 68.78 70.90 2.39

    RESUMEN DE CARGA ULTIMA

    U2= 1.25(Pm+Pv) + Sx U3= 1.25(Pm+Pv) - Sx U4= 1.25(Pm+Pv) + Sy

    RESUMEN DE CARGA ULTIMA

    U2= 1.25(Pm+Pv) + Sx U3= 1.25(Pm+Pv) - Sx U4= 1.25(Pm+Pv) + Sy

    -1200Momento, M3 (Tn - m)

  • SISMO Y 1.092

    CQCY Y 1.023

    MU2 MU3 PU VU2 VU3

    -0.26 14.09 -173.45 -5.91 0.10

    0.23 -14.52 -181.33 -5.91 0.10

    0.08 110.61 -13.79 43.27 0.57

    1.41 277.56 -20.83 43.27 0.57

    -0.53 -86.49 -285.68 -53.39 -0.39

    -1.01 -302.46 -292.72 -53.39 -0.39

    0.17 105.48 45.36 45.41 0.53

    1.33 282.77 40.29 45.41 0.53

    -0.44 -91.61 -226.53 -51.26 -0.43

    -1.09 -297.25 -231.60 -51.26 -0.43

    0.06 94.47 5.40 19.72 0.61

    1.35 238.22 -1.64 19.72 0.61

    -0.51 -70.35 -304.88 -29.85 -0.43

    -0.96 -263.13 -311.91 -29.85 -0.43

    0.15 89.34 64.55 21.86 0.58

    1.27 243.44 59.49 21.86 0.58

    -0.42 -75.48 -245.72 -27.71 -0.47

    -1.04 -257.91 -250.79 -27.71 -0.47

    1.25 (CM+CV)-CQCY

    0.9CM +CQCY

    0.9CM -CQCY

    0.9CM -SY

    1.4 CM +1.7 CV

    MURO DE CORTE M1X

    1.25 (CM+CV)+SY

    1.25 (CM+CV)-SY

    0.9CM +SY

    1.25 (CM+CV)+CQCY

    COMBINACION

    DIRECCION Y-Y

    200

    400

    600

    800

    Ca

    rga

    Ax

    ial, P

    (T

    n)

  • MU2 MU3 PU VU2 VU3

    0.00 26.85 -148.77 -24.18 0.07

    0.19 -38.42 -153.17 -24.18 0.07

    0.74 33.23 -75.00 -10.79 0.64

    1.34 -11.01 -78.92 -10.79 0.64

    -0.76 12.82 -181.90 -30.66 -0.52

    -1.00 -54.82 -185.83 -30.66 -0.52

    0.72 23.58 -24.31 -2.07 0.63

    1.29 2.87 -27.13 -2.07 0.63

    -0.78 3.17 -131.21 -21.94 -0.52

    -1.05 -40.94 -134.04 -21.94 -0.52

    0.54 31.06 -71.37 -9.96 0.42

    1.11 -13.94 -75.29 -9.96 0.42

    -0.56 14.99 -185.53 -31.49 -0.30

    -0.77 -51.90 -189.46 -31.49 -0.30

    0.52 21.41 -20.68 -1.24 0.41

    1.06 -0.05 -23.50 -1.24 0.410.9CM +CQCY

    1.4 CM +1.7 CV

    1.25 (CM+CV)+SY

    1.25 (CM+CV)-SY

    0.9CM +SY

    0.9CM -SY

    1.25 (CM+CV)+CQCY

    1.25 (CM+CV)-CQCY

    COMBINACION

    DIRECCION Y-Y

    -1400

    -1200

    -1000

    -800

    -600

    -400

    -200

    0

    -80 -60 -40 -20 0 20 40

    Ca

    rga

    Ax

    ial, P

    (T

    n)

    Momento, M2 (Tn - m)

  • -0.58 5.34 -134.84 -22.77 -0.30

    -0.82 -38.02 -137.67 -22.77 -0.30

    MU2 MU3 PU VU2 VU3

    0.07 24.97 -124.72 -18.88 -0.04

    0.00 -25.97 -129.12 -18.88 -0.04

    0.51 54.67 -66.97 2.39 0.43

    0.28 24.19 -70.90 2.39 0.43

    -0.40 -11.82 -148.30 -34.79 -0.48

    1.4 CM +1.7 CV

    1.25 (CM+CV)+SY

    1.25 (CM+CV)-SY

    COMBINACION

    DIRECCION Y-Y

    0.9CM -CQCY

    -1200

    -1000

    -800

    -600

    -400

    -200

    0

    200

    400

    -60 -40 -20 0 20

    Ca

    rga

    Ax

    ial, P

    (T

    n)

    Momento, M2 (Tn - m)

  • -0.27 -68.78 -152.23 -34.79 -0.48

    0.45 45.74 -24.33 9.13 0.47

    0.31 33.45 -27.16 9.13 0.47

    -0.45 -20.74 -105.66 -28.04 -0.45

    -0.24 -59.51 -108.49 -28.04 -0.45

    0.40 48.36 -69.41 -7.54 0.47

    0.27 17.68 -73.33 -7.54 0.47

    -0.29 -5.51 -145.87 -24.86 -0.52

    -0.26 -62.26 -149.79 -24.86 -0.52

    0.35 39.44 -26.77 -0.79 0.50

    0.30 26.94 -29.59 -0.79 0.50

    -0.35 -14.44 -103.23 -18.12 -0.48

    -0.24 -53.00 -106.05 -18.12 -0.48

    0.9CM +CQCY

    0.9CM -CQCY

    0.9CM -SY

    1.25 (CM+CV)+CQCY

    1.25 (CM+CV)-CQCY

    1.25 (CM+CV)-SY

    0.9CM +SY

    -1000

    -800

    -600

    -400

    -200

    0

    200

    400

    -60 -40 -20 0 20

    Ca

    rga

    Ax

    ial, P

    (T

    n)

  • Mu Pu VU Mu Pu VU Mu

    67.98 285.68 53.39 43.86 9.71 77.12 105.48

    166.92 292.72 53.39 191.83 4.65 77.12 282.77

    33.09 181.90 30.66 12.96 51.67 3.60 23.58

    12.55 185.83 30.66 53.28 54.50 3.60 2.87

    43.65 148.30 34.79 0.80 37.91 18.81 45.74

    7.54 152.23 34.79 52.12 40.73 18.81 33.45

    Mu Pu VU Mu Pu VU Mu

    166.92 292.72 53.39 191.83 4.65 77.12 282.77

    12.55 185.83 30.66 53.28 54.50 3.60 2.87

    7.54 152.23 34.79 52.12 40.73 18.81 33.45

    RESUMEN DE CARGA ULTIMA

    U4= 1.25(Pm+Pv) + Sy U5= 1.25(Pm+Pv) - Sy U6= 0.9*Pm + Sx

    RESUMEN DE CARGA ULTIMA

    U4= 1.25(Pm+Pv) + Sy U5= 1.25(Pm+Pv) - Sy U6= 0.9*Pm + Sx

    -1200Momento, M2 (Tn - m)

  • MU2 MU3

    -0.26 14.09 1 -771.067

    0.23 -14.52 2 -771.067

    0.16 67.98 3 -732.9185

    2.76 166.92 4 -658.4668

    -0.61 -43.86 5 -581.087

    -2.36 -191.83 6 -499.5052

    0.25 62.85 7 -415.9302

    2.68 172.14 8 -320.7337

    -0.53 -48.99 9 -256.2422

    -2.44 -186.61 10 -171.9539

    0.16 46.19 11 -68.9874

    3.07 75.78 12 20.06

    -0.61 -22.07 13 123.7957

    -2.67 -100.68 14 282.6598

    0.24 41.06 15 472.3771

    2.99 80.99

    -0.52 -27.20

    -2.75 -95.47

    1 -1186

    2 -1186

    3 -1128

    4 -1013

    5 -893.98

    6 -768.4696

    7 -639.8927

    8 -493.4364

    9 -355.049

    10 -209.1635

    1 NIVEL

    PUNTOS DE ITERACCION

    P - M3 - DISEO

    P - M3 - NOMINALES

    MURO DE CORTE M1X

  • 11 -76.6527

    12 22.2889

    13 137.5508

    14 314.0664

    15 524.8635

    MU2 MU3

    0.00 26.85

    0.19 -38.42 1 -668.3211

    0.74 33.09 2 -668.3211

    1.09 -12.55 3 -629.1157

    -0.75 12.96 4 -559.902

    -0.74 -53.28 5 -488.847

    0.72 23.44 6 -415.2963

    1.03 1.33 7 -340.4125

    -0.78 3.31 8 -256.1451

    -0.80 -39.40 9 -203.0658

    0.38 32.39 10 -143.7772

    0.85 -12.64 11 -83.5905

    -0.40 13.66 12 -9.4584

    -0.51 -53.19 13 69.9505

    0.36 22.74 14 171.881

    0.80 1.24 15 283.8652

    P - M3 - DISEO

    2 NIVEL

    60 80

  • -0.42 4.01

    -0.56 -39.31

    1 -1028

    2 -1028

    3 -967.8703

    4 -861.3877

    5 -752.0722

    6 -638.9174

    7 -523.7116

    8 -394.0693

    9 -281.3679

    10 -174.8896

    11 -92.8783

    12 -10.5094

    13 77.7228

    14 190.9788

    15 315.4058

    MU2 MU3

    0.07 24.97 1 -668.3211

    0.00 -25.97 2 -668.3211

    0.71 43.65 3 -629.1157

    0.65 7.54 4 -559.902

    -0.61 -0.80 5 -488.847

    3 NIVEL

    P - M3 - DISEO

    P - M3 - NOMINALES

    40 60

  • -0.64 -52.12 6 -415.2963

    0.66 34.73 7 -340.4125

    0.68 16.80 8 -256.1451

    -0.66 -9.72 9 -203.0658

    -0.61 -42.86 10 -143.7772

    0.71 31.98 11 -83.5905

    0.71 -8.41 12 -9.4584

    -0.61 10.87 13 69.9505

    -0.70 -36.18 14 171.881

    0.66 23.06 15 283.8652

    0.74 0.86

    -0.66 1.95

    -0.68 -26.92

    1 -1028

    2 -1028

    3 -967.8703

    4 -861.3877

    5 -752.0722

    6 -638.9174

    7 -523.7116

    8 -394.0693

    9 -281.3679

    10 -174.8896

    11 -92.8783

    12 -10.5094

    13 77.7228

    14 190.9788

    15 315.4058

    P - M3 - NOMINALES

    40 60

  • Pu VU Mu Pu VU Mu Pu

    190.89 82.97 91.61 45.36 45.41 62.85 226.53

    195.95 82.97 297.25 40.29 45.41 172.14 231.60

    103.85 20.42 3.17 24.31 2.07 23.44 131.21

    106.68 20.42 40.94 27.13 2.07 1.33 134.04

    92.09 37.73 20.74 24.33 9.13 34.73 105.66

    94.91 37.73 59.51 27.16 9.13 16.80 108.49

    Pu VU Mu Pu VU Mu Pu

    195.95 82.97 297.25 40.29 45.41 172.14 231.60

    106.68 20.42 40.94 27.13 2.07 1.33 134.04

    94.91 37.73 59.51 27.16 9.13 16.80 108.49

    RESUMEN DE CARGA ULTIMA

    U7= 0.9*Pm - Sx U8= 0.9*Pm +Sy U9= 0.9*Pm - Sy

    RESUMEN DE CARGA ULTIMA

    U7= 0.9*Pm - Sx U8= 0.9*Pm +Sy U9= 0.9*Pm - Sy

  • 8.7739 1 -771.067 8.7739 1

    89.6611 2 -771.067 -80.063 2

    125.5563 3 -762.3295 -114.6474 3

    157.5458 4 -699.2456 -145.2085 4

    184.5672 5 -629.7348 -173.7763 5

    207.4596 6 -554.2145 -199.8863 6

    226.9238 7 -468.3771 -223.96 7

    245.872 8 -370.1919 -247.7737 8

    279.3666 9 -317.698 -282.8975 9

    312.529 10 -263.4217 -310.309 10

    320.5043 11 -149.9118 -311.4023 11

    281.9119 12 15.3429 -267.2464 12

    226.1013 13 159.4077 -209.0897 13

    127.6202 14 295.8496 -133.9099 14

    -12.8782 15 472.3771 -12.8782 15

    13.4982 1 -1186 13.4982 1

    137.9402 2 -1186 -123.1738 2

    193.1636 3 -1173 -176.3807 3

    242.3782 4 -1076 -223.3977 4

    283.9495 5 -968.8228 -267.3482 5

    319.1686 6 -852.6377 -307.5173 6

    349.1135 7 -720.5801 -344.5539 7

    378.2646 8 -569.5259 -381.1903 8

    387.0902 9 -440.2022 -391.9825 9

    380.1582 10 -320.4244 -377.4578 10

    1 NIVEL

    P - M3 - NOMINALES P - M2 - NOMINALES

    PUNTOS DE ITERACCION

    P - M3 - DISEO P - M3 - DISEO P - M2 - DISEO

    P - M3 - NOMINALES

  • 356.1159 11 -166.5687 -346.0026 11

    313.2355 12 17.0477 -296.9404 12

    251.2236 13 177.1197 -232.3219 13

    141.8002 14 328.7218 -148.7888 14

    -14.3091 15 524.8635 -14.3091 15

    -28.4008 1 -668.3211 -28.4008 1

    50.8621 2 -668.3211 -85.5906 2

    86.4627 3 -668.3211 -116.2747 3

    118.08 4 -648.7638 -142.4902 4

    144.6521 5 -593.9849 -164.873 5

    167.0888 6 -536.648 -183.3189 6

    186.1252 7 -474.1999 -197.6384 7

    204.3894 8 -405.9831 -208.8425 8

    232.4107 9 -381.3778 -233.3015 9

    258.9224 10 -357.757 -254.4181 10

    262.9785 11 -289.416 -252.4326 11

    231.5251 12 -168.6704 -212.094 12

    188.8927 13 -29.1042 -154.5251 13

    124.6815 14 107.3377 -79.3454 14

    41.6864 15 283.8652 41.6864 15

    P - M3 - DISEO P - M3 - DISEO P - M2 - DISEO

    2 NIVEL

  • -43.6935 1 -1028 -43.6935 1

    78.2494 2 -1028 -131.6779 2

    133.0195 3 -1028 -178.8842 3

    181.6616 4 -998.0982 -219.2156 4

    222.5416 5 -913.8229 -253.6508 5

    257.0597 6 -825.6122 -282.029 6

    286.3464 7 -729.5383 -304.059 7

    314.4452 8 -624.5893 -321.2961 8

    322.0281 9 -528.4368 -323.2623 9

    314.9515 10 -435.1731 -309.4724 10

    292.1983 11 -321.5733 -280.4806 11

    257.2501 12 -187.4116 -235.6601 12

    209.8808 13 -32.338 -171.6946 13

    138.535 14 119.2641 -88.1615 14

    46.3182 15 315.4058 46.3182 15

    -28.4008 1 -668.3211 -28.4008 1

    50.8621 2 -668.3211 -85.5906 2

    86.4627 3 -668.3211 -116.2747 3

    118.08 4 -648.7638 -142.4902 4

    144.6521 5 -593.9849 -164.873 5

    3 NIVEL

    P - M3 - DISEO

    P - M3 - NOMINALES P - M2 - NOMINALESP - M3 - NOMINALES

    P - M3 - DISEO P - M2 - DISEO

  • 167.0888 6 -536.648 -183.3189 6

    186.1252 7 -474.1999 -197.6384 7

    204.3894 8 -405.9831 -208.8425 8

    232.4107 9 -381.3778 -233.3015 9

    258.9224 10 -357.757 -254.4181 10

    262.9785 11 -289.416 -252.4326 11

    231.5251 12 -168.6704 -212.094 12

    188.8927 13 -29.1042 -154.5251 13

    124.6815 14 107.3377 -79.3454 14

    41.6864 15 283.8652 41.6864 15

    -43.6935 1 -1028 -43.6935 1

    78.2494 2 -1028 -131.6779 2

    133.0195 3 -1028 -178.8842 3

    181.6616 4 -998.0982 -219.2156 4

    222.5416 5 -913.8229 -253.6508 5

    257.0597 6 -825.6122 -282.029 6

    286.3464 7 -729.5383 -304.059 7

    314.4452 8 -624.5893 -321.2961 8

    322.0281 9 -528.4368 -323.2623 9

    314.9515 10 -435.1731 -309.4724 10

    292.1983 11 -321.5733 -280.4806 11

    257.2501 12 -187.4116 -235.6601 12

    209.8808 13 -32.338 -171.6946 13

    138.535 14 119.2641 -88.1615 14

    46.3182 15 315.4058 46.3182 15

    P - M3 - NOMINALES P - M3 - NOMINALES P - M2 - NOMINALES

  • VU Mu Pu VU Mu Pu VU

    51.26 48.99 64.76 63.52 94.47 234.71 73.65

    51.26 186.61 71.80 63.52 238.22 241.75 73.65

    21.94 3.31 102.99 12.73 31.06 153.91 28.72

    21.94 39.40 106.91 12.73 13.94 157.84 28.72

    28.04 9.72 84.05 8.21 48.36 131.22 40.61

    28.04 42.86 87.98 8.21 17.68 135.15 40.61

    VU Mu Pu VU Mu Pu VU

    51.26 186.61 71.80 63.52 238.22 241.75 73.65

    21.94 39.40 106.91 12.73 13.94 157.84 28.72

    28.04 42.86 87.98 8.21 17.68 135.15 40.61

    RESUMEN DE CARGA ULTIMA

    U9= 0.9*Pm - Sy U10= 1.25(Pm+Pv) + SCQCx U11= 1.25(Pm+Pv) - SCQCx

    RESUMEN DE CARGA ULTIMA

    U9= 0.9*Pm - Sy U10= 1.25(Pm+Pv) + SCQCx U11= 1.25(Pm+Pv) - SCQCx

  • -771.067 0 1 -771.067 0

    -771.067 9.6539 2 -771.067 -9.6539

    -767.9556 17.5932 3 -767.9556 -17.5932

    -687.8456 23.985 4 -687.8456 -23.985

    -601.2971 29.0686 5 -601.2971 -29.0686

    -498.3676 33.2411 6 -498.3676 -33.2411

    -385.0343 36.5559 7 -385.0343 -36.5559

    -241.0268 39.0403 8 -241.0268 -39.0403

    -162.1024 41.9681 9 -162.1024 -41.9681

    -73.2164 42.838 10 -73.2164 -42.8379

    52.4501 39.6801 11 52.4501 -39.68

    185.0475 28.5955 12 185.0475 -28.5955

    359.5958 12.9464 13 359.5957 -12.9464

    451.402 2.9595 14 451.402 -2.9595

    472.3771 0 15 472.3771 0

    -1186 0 1 -1186 0

    -1186 14.8521 2 -1186 -14.8521

    -1181 27.0665 3 -1181 -27.0665

    -1058 36.8999 4 -1058 -36.8999

    -925.0724 44.721 5 -925.0724 -44.721

    -766.7193 51.1401 6 -766.7193 -51.1401

    -592.3605 56.2399 7 -592.3605 -56.2399

    -370.8104 60.062 8 -370.8104 -60.062

    -224.609 58.151 9 -224.609 -58.151

    -89.06 52.1078 10 -89.06 -52.1078

    P - M2 - NOMINALES P - M2 - NOMINALES

    PUNTOS DE ITERACCION

    P - M2 - DISEO P - M2 - DISEO

  • 58.2779 44.0889 11 58.2779 -44.0889

    205.6083 31.7728 12 205.6083 -31.7728

    399.5508 14.3849 13 399.5508 -14.3849

    501.5578 3.2884 14 501.5578 -3.2884

    524.8635 0 15 524.8635 0

    -668.3211 0 1 -668.3211 0.00E+00

    -668.3211 7.7956 2 -668.3211 -7.80E+00

    -668.3211 15.3925 3 -668.3211 -1.54E+01

    -611.0673 21.3655 4 -611.0673 -2.14E+01

    -534.5951 26.2044 5 -534.5951 -2.62E+01

    -449.8081 29.9384 6 -449.8081 -2.99E+01

    -358.3251 32.6681 7 -358.3251 -3.27E+01

    -248.269 34.3321 8 -248.269 -3.43E+01

    -201.4083 36.2869 9 -201.4083 -3.63E+01

    -147.0946 37.1438 10 -147.0946 -3.71E+01

    -63.7924 34.455 11 -63.7924 -3.45E+01

    39.3811 25.4978 12 39.3811 -2.55E+01

    171.0839 12.9464 13 171.0839 -1.29E+01

    262.8902 2.9595 14 262.8902 -2.96E+00

    283.8652 0 15 283.8652 0.00E+00

    P - M2 - DISEO P - M2 - DISEO

  • -1028 0 1 -1028 0.00E+00

    -1028 11.9932 2 -1028 -1.20E+01

    -1028 23.6808 3 -1028 -2.37E+01

    -940.1036 32.87 4 -940.1036 -3.29E+01

    -822.4539 40.3144 5 -822.4539 -4.03E+01

    -692.0124 46.0591 6 -692.0124 -4.61E+01

    -551.2694 50.2586 7 -551.2694 -5.03E+01

    -381.9523 52.8186 8 -381.9523 -5.28E+01

    -279.0712 50.2792 9 -279.0712 -5.03E+01

    -178.9249 45.1814 10 -178.9249 -4.52E+01

    -70.8804 38.2833 11 -70.8804 -3.83E+01

    43.7568 28.3309 12 43.7568 -2.83E+01

    190.0932 14.3849 13 190.0932 -1.44E+01

    292.1002 3.2884 14 292.1002 -3.29E+00

    315.4058 0 15 315.4058 0.00E+00

    -668.3211 0 1 -668.3211 0

    -668.3211 7.7956 2 -668.3211 -7.7956

    -668.3211 15.3925 3 -668.3211 -15.3925

    -611.0673 21.3655 4 -611.0673 -21.3655

    -534.5951 26.2044 5 -534.5951 -26.2044

    P - M2 - NOMINALES P - M2 - NOMINALES

    P - M2 - DISEO P - M2 - DISEO

  • -449.8081 29.9384 6 -449.8081 -29.9384

    -358.3251 32.6681 7 -358.3251 -32.6681

    -248.269 34.3321 8 -248.269 -34.3321

    -201.4083 36.2869 9 -201.4083 -36.2869

    -147.0946 37.1438 10 -147.0946 -37.1438

    -63.7924 34.455 11 -63.7924 -34.455

    39.3811 25.4978 12 39.3811 -25.4978

    171.0839 12.9464 13 171.0839 -12.9464

    262.8902 2.9595 14 262.8902 -2.9595

    283.8652 0 15 283.8652 0

    -1028 0 1 -1028 0

    -1028 11.9932 2 -1028 -11.9932

    -1028 23.6808 3 -1028 -23.6808

    -940.1036 32.87 4 -940.1036 -32.87

    -822.4539 40.3144 5 -822.4539 -40.3144

    -692.0124 46.0591 6 -692.0124 -46.0591

    -551.2694 50.2586 7 -551.2694 -50.2586

    -381.9523 52.8186 8 -381.9523 -52.8186

    -279.0712 50.2792 9 -279.0712 -50.2792

    -178.9249 45.1814 10 -178.9249 -45.1814

    -70.8804 38.2833 11 -70.8804 -38.2833

    43.7568 28.3309 12 43.7568 -28.3309

    190.0932 14.3849 13 190.0932 -14.3849

    292.1002 3.2884 14 292.1002 -3.2884

    315.4058 0 15 315.4058 0

    P - M2 - NOMINALES P - M2 - NOMINALES

  • Mu Pu VU Mu Pu VU Mu

    70.35 5.40 19.72 46.19 304.88 29.85 22.07

    263.13 1.64 19.72 75.78 311.91 29.85 100.68

    14.99 71.37 9.96 32.39 185.53 31.49 13.66

    51.90 75.29 9.96 12.64 189.46 31.49 53.19

    5.51 69.41 7.54 31.98 145.87 24.86 10.87

    62.26 73.33 7.54 8.41 149.79 24.86 36.18

    Mu Pu VU Mu Pu VU Mu

    263.13 1.64 19.72 75.78 311.91 29.85 100.68

    51.90 75.29 9.96 12.64 189.46 31.49 53.19

    62.26 73.33 7.54 8.41 149.79 24.86 36.18

    RESUMEN DE CARGA ULTIMA

    U11= 1.25(Pm+Pv) - SCQCx U12= 1.25(Pm+Pv) + SCQCy U13= 1.25(Pm+Pv) - SCQCy

    RESUMEN DE CARGA ULTIMA

    U11= 1.25(Pm+Pv) - SCQCx U12= 1.25(Pm+Pv) + SCQCy U13= 1.25(Pm+Pv) - SCQCy

  • Pu VU Mu Pu VU Mu Pu

    5.61 65.66 89.34 175.56 71.51 75.48 64.55

    10.68 65.66 243.44 180.63 71.51 257.91 59.49

    52.30 4.02 21.41 103.22 20.00 5.34 20.68

    55.12 4.02 0.05 106.05 20.00 38.02 23.50

    41.41 14.95 39.44 88.58 33.87 14.44 26.77

    44.24 14.95 26.94 91.41 33.87 53.00 29.59

    Pu VU Mu Pu VU Mu Pu

    10.68 65.66 243.44 180.63 71.51 257.91 59.49

    55.12 4.02 0.05 106.05 20.00 38.02 23.50

    44.24 14.95 26.94 91.41 33.87 53.00 29.59

    RESUMEN DE CARGA ULTIMA

    U14= 0.9*Pm + SCQCx

    RESUMEN DE CARGA ULTIMA

    U14= 0.9*Pm + SCQCx U15= 0.9*Pm - SCQCx U16= 0.9*Pm +SCQCy

    U15= 0.9*Pm - SCQCx U16= 0.9*Pm +SCQCy

  • VU Mu Pu VU Mu

    21.86 41.06 245.72 27.71 27.20 85.10

    21.86 80.99 250.79 27.71 95.47 85.10

    1.24 22.74 134.84 22.77 4.01 31.49

    1.24 1.24 137.67 22.77 39.31 31.49

    0.79 23.06 103.23 18.12 1.95 44.47

    0.79 0.86 106.05 18.12 26.92 44.47

    VU Mu Pu VU Mu

    21.86 80.99 250.79 27.71 95.47 85.10

    1.24 1.24 137.67 22.77 39.31 31.49

    0.79 0.86 106.05 18.12 26.92 44.47

    RESUMEN DE CARGA ULTIMA

    RESUMEN DE CARGA ULTIMA

    U16= 0.9*Pm +SCQCy U17= 0.9*Pm - SCQCy

    Vu

    U16= 0.9*Pm +SCQCy U17= 0.9*Pm - SCQCy

    Vu


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