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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
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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
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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$
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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
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6 7 8
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16 17 18
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