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para diseño de losas de cimentación

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  • TABLE: Element Forces - Area ShellsArea AreaElem Joint M11 M22 V13 V23Text Text Text KN-m/m KN-m/m KN/m KN/m

    1 1 14 0.2717 36.3666 -66.86 -37.8613 13 14 -2.289 23.5631 -78.65 40.181 1 15 65.3178 65.3178 -66.86 -66.862 2 15 92.7946 70.8131 134.1 -78.65

    13 13 15 70.8131 92.7946 -78.65 134.114 14 15 98.2899 98.2899 144.3 144.32 2 16 -37.8864 17.5096 134.1 -21.963 3 16 -33.8301 18.3209 19.02 -16.04

    14 14 16 -39.2445 10.7191 144.3 34.7315 15 16 -35.1882 11.5303 17.3 22.643 3 17 -50.3165 -5.3323 19.02 7.184 4 17 -51.8111 -5.6312 -10.96 3.18

    15 15 17 -50.0371 -3.9352 17.3 11.4716 16 17 -51.5317 -4.2342 -11.25 12.64 4 18 -40.358 -3.1952 -10.96 0.865 5 18 -38.0176 -2.7271 -39.62 7.69

    16 16 18 -40.0942 -1.8761 -11.25 13.6717 17 18 -37.7537 -1.408 -38.85 12.275 5 19 -0.7503 30.352 -39.62 -24.286 6 19 -5.516 29.3988 -184.1 -30.43

    17 17 19 -2.0388 23.9091 -38.85 30.9618 18 19 -6.8046 22.9559 -191.56 47.016 6 20 171.5442 114.4067 -184.1 -119.817 7 20 171.5446 114.4068 184.1 -119.81

    18 18 20 176.4798 139.0849 -191.56 194.8519 19 20 176.4803 139.085 191.56 194.857 7 21 -5.5166 29.3989 184.1 -30.438 8 21 -0.7508 30.3521 39.62 -24.28

    19 19 21 -6.8052 22.956 191.56 47.0120 20 21 -2.0394 23.9092 38.85 30.968 8 22 -38.0185 -2.727 39.62 7.699 9 22 -40.359 -3.1951 10.96 0.86

    20 20 22 -37.7547 -1.4078 38.85 12.2721 21 22 -40.0951 -1.8759 11.25 13.679 9 23 -51.8122 -5.6309 10.96 3.18

    10 10 23 -50.3177 -5.332 -19.02 7.1821 21 23 -51.5329 -4.2341 11.25 12.622 22 23 -50.0383 -3.9352 -17.3 11.4710 10 24 -33.8313 18.3207 -19.02 -16.0411 11 24 -37.8879 17.5094 -134.11 -21.9622 22 24 -35.1892 11.5312 -17.3 22.6423 23 24 -39.2458 10.7199 -144.3 34.73

  • 11 11 25 92.7964 70.8152 -134.11 -78.6512 12 25 65.3151 65.3189 66.85 -66.8623 23 25 98.2909 98.2877 -144.3 144.324 24 25 70.8096 92.7914 78.65 134.112 12 26 0.2717 36.3643 66.85 -37.8624 24 26 -2.2886 23.5628 78.65 40.18

  • M11 M22 V13 V23KN-m/m KN-m/m KN/m KN/m-1.00865 29.96485 -72.755 1.16

    81.80385 81.80385 33.2225 33.2225

    -36.5373 14.519975 78.68 4.8425

    -50.9241 -4.783225 3.5275 8.6075

    -39.055875 -2.3016 -25.17 8.6225

    -3.777425 26.65395 -113.5325 5.815

    174.012225 126.74585 0 37.52

    -3.778 26.65405 113.5325 5.815

    -39.056825 -2.30145 25.17 8.6225

    -50.925275 -4.78305 -3.5275 8.6075

    -36.53855 14.5203 -78.6825 4.8425

  • 81.803 81.8033 -33.2275 33.2225

    -1.00845 29.96355 72.75 1.16

  • TABLE: Joint DisplacementsJoint X U3Text m m14 0 -0.05598915 1 -0.0558416 2 -0.05495717 3 -0.05451618 4 -0.05502819 5 -0.05626820 6 -0.05725221 7 -0.05626922 8 -0.05502823 9 -0.05451624 10 -0.05495825 11 -0.05584126 12 -0.05599

    0 2 4 6 8 10 12 14

    -0.0575-0.057

    -0.0565-0.056

    -0.0555-0.055

    -0.0545-0.054

    -0.0535-0.053

    U3 m

    U3 m

  • 0 2 4 6 8 10 12 14

    -0.0575-0.057

    -0.0565-0.056

    -0.0555-0.055

    -0.0545-0.054

    -0.0535-0.053

    U3 m

    U3 m

  • TABLE: Joint ReactionsJoint X F3Text m KN

    14 0 30.84715 1 36.46616 2 39.74917 3 37.03418 4 37.24619 5 37.91920 6 38.52121 7 37.91922 8 37.24723 9 37.03424 10 39.7525 11 36.46726 12 30.847

    0 2 4 6 8 10 12 140

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    Column C

  • 0 2 4 6 8 10 12 140

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    Column C

  • TABLE: Joint Spring Assignments 1 - UncoupledJoint X U3Text m KN/m

    14 0 550.9515 1 653.0516 2 723.2717 3 679.3218 4 676.8719 5 673.8920 6 672.8421 7 673.8922 8 676.8723 9 679.3224 10 723.2725 11 653.0526 12 550.95

    0 2 4 6 8 10 12 140

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    Column C

  • 0 2 4 6 8 10 12 140

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    Column C

  • Esto No es Esto No esX M11 X M22 Xm KN-m/m m KN-m/m m0 -1.00865 0 29.96485 01 81.80385 1 81.80385 12 -36.5373 2 14.519975 23 -50.9241 3 -4.783225 34 -39.055875 4 -2.3016 45 -3.777425 5 26.65395 56 174.012225 6 126.74585 67 -3.778 7 26.65405 78 -39.056825 8 -2.30145 89 -50.925275 9 -4.78305 9

    10 -36.53855 10 14.5203 1011 81.803 11 81.8033 1112 -1.00845 12 29.96355 12

    0 2 4 6 8 10 12 14

    -100

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    Column C

    0 2 4 6 8 10 12 14-20

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    Column E

  • 0 2 4 6 8 10 12 14-20

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    Column E

  • Esto No es Esto No esV13 X V23

    KN/m m KN/m-72.755 0 1.1633.2225 1 33.2225

    78.68 2 4.84253.5275 3 8.6075-25.17 4 8.6225

    -113.5325 5 5.8150 6 37.52

    113.5325 7 5.81525.17 8 8.6225

    -3.5275 9 8.6075-78.6825 10 4.8425-33.2275 11 33.2225

    72.75 12 1.16

    0 2 4 6 8 10 12 14

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    0 2 4 6 8 10 12 14-20

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    Column E

    0 2 4 6 8 10 12 14

    -150

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    Column G

    0 2 4 6 8 10 12 140

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    Column I

  • 0 2 4 6 8 10 12 14-20

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    Column E

    0 2 4 6 8 10 12 140

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    Column I

  • 0 2 4 6 8 10 12 14

    -150

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    Column G

    0 2 4 6 8 10 12 140

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    Column I

  • 0 2 4 6 8 10 12 140

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    Column I

    Element Forces - Area ShellsJoint DisplacementsJoint ReactionsJt Spring Assigns 1 - UncoupledHoja6