Σ CM 297,129.84 Kg

Σ CV 41973.75 Kg

Masa de traslación 34,567.13

Masa de rotación 2,708,709.03

CM X = 14.35133538CMY= 5.435188465

VA-1Elemento b h area dy A x dy dx A x dx Ix Iy

1 0.55 0.25 0.1375 0.45 0.06 0.13 0.0172 0.00072 0.00347

CGX 0.125CGY 0.45

VS-2Elemento b h area dy A x dy dx A x dx Ix Iy

1 0.20 0.15 0.03 0.15 0.005 0.08 0.0023 0.00006 0.00010

CGX 0.075CGY 0.15

Inercias Long KColumna c1 0.0016 m4 3.48 0.0005Columna c2 0.0013 m4 3.48 0.0004Viga 0.0086 m4 3.3 0.0026Viga 0.0086 m4 1.5 0.0057

h1 3.48SKc1 0.0013SKv 0.0109E 217,370.65 kg/cm2

### tn/m2

1553.5714390.736559

K 2,619.81 tn/mK 26.20 tn/cm

Centro Rigy 5.76840

Centro Rigy 14.20

Masa de traslacion 34.57 Tn

ejes kAA 248741.70653726BB 1373.09198139034 PERIODO X 0.06 s FRECUENCIA 18.09 sCC 196522.930620245

446637.729138895

ejes k1-1 38008.82083205962-2 2298.290376770663-3 2619.814211954634-4 2298.290376770665-5 2619.81421195463 PERIODO Y 0.12 s FRECUENCIA 8.26 s6-6 2298.290376770667-7 2619.814211954638-8 2298.290376770669-9 38008.8208320596

93070.2458070657

Periodo y modo de vibracion en el eje X

matrices

m 34.57 00 27.68

k 964979.961 -518342.231-518342.231 518342.231

-518342.231-518342.231

T= 0.08 seg.

759454.05 -518342.31 x 1-518342.31 353778.82

1.465

T= 0.03 seg.

-441839.276 -518342.31 x 1-518342.31 -612589.834

0.852

matriz determinante

964979.9605-34.57λ518342.231-27.68λ

1° λ=5945.21

X2

X2

2° λ=40694.8

X2

X2

Periodo y modo de vibracion en el eje Y

matrices

m 34.57 00 27.68

k 325516.58 -232446.334-232446.334 232446.334

-232446.334320569-232446.334320569

T= 0.17 seg.

277971.422 -232446.334 x 1-232446.334 194377.2

-1.20

T= 0.05 seg.

-241611.67 -232446.334 x 1-232446.334 -222571.346

1.039

matriz determinant

e

325516.58-34.57λ232446.334-27.68λ

1° λ=1375.33

X2

X2

2° λ=16438.5

X2

X2