EDIFIICIO COUNTRY 80

Story Point Coord. X Coord. Y Load FX FY FZ X*Fz Y*Fz

m m Ton Ton Ton Ton-m Ton-m

BASE 61 31.145 -0.15 CARCIM -0.84 34.6 194.7 6063.93 -29.21

BASE 65 39.995 -0.15 CARCIM -0.36 32 178.48 7138.31 -26.77

BASE 88 0 0.32 CARCIM 1.7 7.43 120.9 0.00 38.69

BASE 91 7.12 0.32 CARCIM 0.25 2.16 260.65 1855.83 83.41

BASE 97 14.62 0.32 CARCIM -0.52 1.18 252.77 3695.50 80.89

BASE 102 22.12 0.32 CARCIM 2.16 0.75 291 6436.92 93.12

BASE 103 47.095 0.32 CARCIM -0.73 0.75 242.85 11437.02 77.71

BASE 108 54.195 0.32 CARCIM 0.75 1.29 240.83 13051.78 77.07

BASE 114 61.295 0.32 CARCIM 0.57 1.35 250.19 15335.40 80.06

BASE 119 68.595 0.32 CARCIM -1.72 8.1 128.44 8810.34 41.10

BASE 140 31.145 3.35 CARCIM 2.34 -38.86 195.58 6091.34 655.19

BASE 144 39.995 3.35 CARCIM -2.4 -35.49 179.38 7174.30 600.92

BASE 152 0 5.345 CARCIM 2.59 1.33 179.8 0.00 961.03

BASE 157 7.12 5.345 CARCIM 1.04 0.63 320.45 2281.60 1712.81

BASE 160 14.62 5.345 CARCIM 0.34 1.09 302.81 4427.08 1618.52

BASE 163 22.12 5.345 CARCIM 0.88 0.93 339.8 7516.38 1816.23

BASE 171 31.145 5.345 CARCIM -1.81 0.92 286.56 8924.91 1531.66

BASE 177 39.995 5.345 CARCIM -0.6 1.88 254.22 10167.53 1358.81

BASE 183 47.095 5.345 CARCIM 0.66 0.76 295.44 13913.75 1579.13

BASE 186 54.195 5.345 CARCIM -0.45 1.05 292.57 15855.83 1563.79

BASE 191 61.295 5.345 CARCIM 0.02 -0.34 329.01 20166.67 1758.56

BASE 196 68.595 5.345 CARCIM -2.61 1.46 202.76 13908.32 1083.75

BASE 256 0 12.545 CARCIM 2.53 -3.71 168.21 0.00 2110.19

BASE 261 7.12 12.545 CARCIM 0.25 -0.76 304.27 2166.40 3817.07

BASE 264 14.62 12.545 CARCIM 0.31 -1.25 289.13 4227.08 3627.14

BASE 267 22.12 12.545 CARCIM 0.16 -1.29 308.57 6825.57 3871.01

BASE 273 30.345 12.545 CARCIM 4.74 -0.7 386.13 11717.11 4844.00

BASE 281 40.795 12.545 CARCIM -7.9 -0.06 338.19 13796.46 4242.59

BASE 287 47.095 12.545 CARCIM 0.68 -1.5 219.7 10346.77 2756.14

BASE 290 54.195 12.545 CARCIM -0.13 -1.53 232.1 12578.66 2911.69

BASE 294 61.295 12.545 CARCIM 0.43 -2.87 259.59 15911.57 3256.56

BASE 299 68.595 12.545 CARCIM -2.12 -1.64 177.14 12150.92 2222.22

BASE 320 47.095 14.885 CARCIM 0.87 2.95 224.41 10568.59 3340.34

BASE 325 54.195 14.885 CARCIM 0.24 2.34 237.12 12850.72 3529.53

BASE 331 61.295 14.885 CARCIM 0.45 1.85 256.88 15745.46 3823.66

BASE 336 68.595 14.885 CARCIM -2.16 -3.79 159.38 10932.67 2372.37

BASE 351 0 16.905 CARCIM 1.84 -8.1 109.21 0.00 1846.20

BASE 356 7.12 16.905 CARCIM -0.21 -0.57 214.17 1524.89 3620.54

BASE 363 14.62 16.905 CARCIM -0.47 0.25 232.7 3402.07 3933.79

BASE 368 22.12 16.905 CARCIM 0.74 0.15 200.31 4430.86 3386.24

BASE 377 30.345 16.905 CARCIM 4.37 -0.17 299.45 9086.81 5062.20

BASE 385 40.795 16.905 CARCIM -6.16 -0.32 262.06 10690.74 4430.12

BASE 425 64.015 21.145 CARCIM 3.87 -1.13 96.6 6183.85 2042.61

BASE 428 68.595 21.145 CARCIM -5.29 -10.26 89.43 6134.45 1891.00

BASE 543 66.595 21.145 CARCIM 2.41 -0.22 45.91 3057.38 970.77

S 10449.85 368581.77 90664.45

Centro de cargas en x Xcc : 35.271 m

Centro de gravedad x Xcg: 34.570 m

Excentricidad en x Ecx: 0.701 m

Centro de cargas en y Ycc : 8.676 m

Centro de gravedad y Ycg: 8.6400 m

Excentricidad en y Ecy: 0.036 m

Area Losa 1390.03 m2

sterreno 7.52 t/m2

Peso losa 1.00 t/m2

stotal 8.52 t/m2

Alivio por excavacion 0.00 t/m2

stotal neto 8.52 t/m2 Ok Esfuerzo neto menor que Esfuerzo admisible

sadmisible neto 10.00 t/m2

CALCULO DE ESFUERZOS SOBRE EL TERRENO Y EXCENTRICIDADES

PROYECTO:

Pgina 1 de 1