Centroide Losa de Cimentación-1

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    Revisión de la losa de cimentación.

    Largo de la losa   25.6 mAncho de la losa   24.6 m

    Área 629.76

    Ix 34393

    Iy 31759Espesor de la losa   50 cmeso prop!o de la losa 756 "on

    COLUMNA x' y'Pu Px' Py'

    1 1.30 24.30   #1.65   #2.14 #40.002 7.30 24.30   5.23   3$.1$ 127.093 13.30 24.30   0.$6   11.44 20.904 19.30 24.30   #1.72   #33.23 #41.$45 23.30 24.30   #7.6$   #17$.$7 #1$6.556 1.30 19.30   19.03   24.74 367.227 7.30 19.30   253.35   1$49.44 4$$9.62$ 13.30 19.30   245.04   325$.97 4729.1$9 19.30 19.30   155.64   3003.$5 3003.$5

    10 23.30 19.30   0.$6   20.13 16.6$

    11 1.30 11.30   23.4$   30.53 265.3712 7.30 11.30   1$3.11   1336.70 2069.1413 13.30 11.30   165.36   2199.23 1$6$.5214 19.30 11.30   $7.15   16$1.94 9$4.7615 23.30 11.30   5.$1   135.40 65.6616 1.30 6.30   10.72   13.93 67.5217 7.30 6.30   64.50   470.$2 406.321$ 13.30 6.30   204.61   2721.31 12$9.0419 19.30 6.30   115.02   2219.$9 724.6320 23.30 6.30   11.71   272.77 73.75

    21 7.30 1.30   42.40   309.52 55.1222 13.30 1.30   193.43   2572.65 251.4623 19.30 1.30   133.20   2570.66 173.1524 23.30 1.30   $.93   207.95 11.60

    Carga total   191$.37 2192.10 2231.$2

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    0Px   24735.$0 2$137.01 24324.200Py   21192.20 24167.10 26691.73x'   12.$9 12.$4 10.90y'   11.05 11.02 11.96ex   0.59 0.54 #1.40ey   #1.75 #1.7$ #0.$4

    Mx   #3362.93 #3$91.74 #1$75.62My   1139.$6 1174.22 #3127.24

    P"O /O/AL !" LA "/RUC/URA

    Incl%ye las cargas so&re las col%mnas' peso prop!o de la losa de c!men(ac!)n' y pesos de

    eso de&!do a cargas m%er(as *3+   3059.453 "oneso de&!do a cargas ,!,as *4+   65$.9 "oneso (o(al 371$.353 "oneso (o(al -ac(or!ado 1.4/ 42$3.2342"oneso (o(al -ac(or!ado 1.2/1.6/ 4725.5$36 "on

    C1LCULO !" PR"$ON" O2R" "L /"RR"NO

    Columna x yCARGA

    1 5.90 7.50   #11.00 11.50   1.0$2 5.90 7.50   #5.00 11.50   0.493 5.90 7.50   1.00 11.50   #0.104 5.90 7.50   7.00 11.50   #0.695 5.90 7.50   11.00 11.50   #1.0$6 5.90 7.50   #11.00 6.50   1.0$7 5.90 7.50   #5.00 6.50   0.49$ 5.90 7.50   1.00 6.50   #0.109 5.90 7.50   7.00 6.50   #0.69

    10 5.90 7.50   11.00 6.50   #1.0$11 5.90 7.50   #11.00 #1.50   1.0$12 5.90 7.50   #5.00 #1.50   0.49

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    13 5.90 7.50   1.00 #1.50   #0.1014 5.90 7.50   7.00 #1.50   #0.6915 5.90 7.50   11.00 #1.50   #1.0$16 5.90 7.50   #11.00 #6.50   1.0$17 5.90 7.50   #5.00 #6.50   0.491$ 5.90 7.50   1.00 #6.50   #0.10

    19 5.90 7.50   7.00 #6.50   #0.6920 5.90 7.50   11.00 #6.50   #1.0$21 5.90 7.50   #5.00 #11.50   0.4922 5.90 7.50   1.00 #11.50   #0.1023 5.90 7.50   7.00 #11.50   #0.6924 5.90 7.50   11.00 #11.50   #1.0$

    "l es4uer5o m6ximo so7re el terreno de7ido a cargas gravitacionales es de

    "l es4uer5o m6ximo so7re el terreno de7ido a cargas gravitacionales s8smicas

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    Pu Px' Py' Pu Px' Py'

    #1.36   #1.77 #33.05   31.71   41.23 770.657.75   56.5$ 1$$.33   23.32   170.25 566.723.03   40.35 73.73   22.$7   304.22 555.$4

    #16.56   #319.59 #402.3$   30.01   579.19 729.24#7.53   #175.47 #1$3.00   0.$1   1$.92 19.7322.09   2$.72 426.34   110.$7   144.13 2139.77

    2$7.3$   2097.$9 5546.47   219.64   1603.35 423$.99277.7$   3694.46 5361.13   212.61   2$27.74 4103.41179.36   3461.67 3461.67   14$.16   2$59.39 2$59.39

    #4.6$   #109.02 #90.30   2.31   53.92 44.66

    26.60   34.59 300.63   99.$9   129.$5 112$.73215.13   1570.45 2430.97   207.49   1514.6$ 2344.64196.$$   261$.46 2224.71   207.15   2755.10 2340.$0110.12   2125.32 1244.36   105.00   2026.50 11$6.50

    6.44   149.9$ 72.74   3.32   77.36 37.5211.43   14.$6 72.01   94.16   122.41 593.21$0.57   5$$.13 507.57   135.60   9$9.$$ $54.2$

    233.74   310$.77 1472.57   190.$6   253$.37 1202.39139.94   2700.92 $$1.65   90.00   1737.00 567.00

    11.96   27$.71 75.36   4.6$   109.04 29.4$

    45.61   332.96 59.29   102.95   751.54 133.$4211.53   2$13.40 274.99   112.73   1499.31 146.55145.47   2$07.63 1$9.11   73.14   1411.64 95.0$

    9.40   219.02 12.22   2.54   59.1$ 3.30

    CARGA AC/OR$(A!A %.9CM %.&C# %.&( )&.*+

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    %ros de con(enc!)n.

      " "R#$C$O ,CMC#- RGA !" "R#$C$O ,CMC#$M

    #0.63 :.*:   #0.39 #1.12 ;.*<#0.63 =.>>   #0.1$ #1.12 ;.:&#0.63 =.%?   0.04 #1.12 ;.?9#0.63 ;.=<   0.25 #1.12 =.&*#0.63 ;.%<   0.39 #1.12 =.%>#0.35 :.:*   #0.39 #0.64 ;.?>#0.35 :.&;   #0.1$ #0.64 =.&<#0.35 =.;=   0.04 #0.64 =.*&#0.35 ;.?:   0.25 #0.64 =.=9#0.35 ;.;>   0.39 #0.64 =.::0.0$ >.&>   #0.39 0.15 =.::0.0$ :.;?   #0.1$ 0.15 =.?>

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    0.0$ =.?<   0.04 0.15 :.&<0.0$ =.*&   0.25 0.15 :.*&0.0$ ;..*;   #0.39 0.64 :.%=0.35 :.>=   #0.1$ 0.64 :.*:0.35 :.%:   0.04 0.64 :.=?

    0.35 =.=>   0.25 0.64 :.><0.35 =.%?   0.39 0.64 :..&9   #0.1$ 1.12 :.?=0.63 :.;*   0.04 1.12 >.&:0.63 =.?;   0.25 1.12 >.9?0.63 =.;=   0.39 1.12 >.;9

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