20151208111252

RIGIDEZ LATERALf'c= 210

MASA/M2 1° NIVEL 0.091743119 TON-SEG/M4PISO Hi (M)1 32 6

TOTALAi Xi Yi60 3 5

30 9 7.590

57,988.7672 -26,010.6916 0.0000 0.0000-26,010.6916 26,010.69160.0000 0.00000.0000 0.0000 -12,427.1126

ES ALTURA

1° PISO δ1=

2° PISO δ2=PORTICO C1° PISO δ1=2° PISO δ2=PORTICO 1

1° PISO δ1=

2° PISO δ2=

Ai mi60 5.5045930 2.7522990 8.257Ai mi

60 4.5107

ANÁLISIS DINÁMICO

TOTAL

SEGUNDO PISO

FACTOR DE ZONA

FACTOR DE USOFACTOR DE SUELOPERIODO DEL SUELO

COEFICIENTE DE REDUCCIÓN SISMICA

1,144.70 33.8342,054.30 45.323,346.10 57.855,397.00 73.4610,534.10 102.6415,271.50 123.58MODO 1

a1x -0.00102a2x -0.01684a1y 0.57701a2y 1a1z 0.00748a2z 0.00853

MODO 1

-0.00102204 -0.016840048

MODO 2

0.603262025

MODO 3

1

MODO 4

0.044745143

MODO 5

0.860755389

PRIMER PISO:AREA= 90 M2WD= 0.7 TON/M2WL= 0.4 TON/M2PROBABILIDAD WL % 50.00%PESO 1 °= 81 TONMASA 1°= 8.256880734 TON-SEG/M2

-51,892.5651 43,351.1527 12,919.4571 -12,427.1126 1,634,427.8243 -592,218.47320.0000 0.0000 0.0000 0.0000 -592,218.4732 592,218.4732

2° PISO PORTICO 21° PISO

δ2=

δ1=

2° PISO PORTICO 31° PISO

δ2=

δ1=

CALCULO MASA TORSIONAL PRIMER PISO

ωi2 (rad/seg)2 ωi(rad/seg)

NORMALIZACÓN DE MODOS DE VIBRAR

MODO 6

0.779236235

MODO 1

Ф1x -0.000378907Ф2x -0.006243207Ф1y 0.213916758Ф2y 0.370735712Ф1z 0.002774949Ф2z 0.003163392

PISO X

1 12 11 γ= 02 01 02 0

αx αy-0.031289844 3.4385639823.423284907 0.0784669330.676241394 -0.3241980710.063397131 0.9123793640.741389263 0.0036722750.191691205 -0.012265602

DIRECCIÓN XMASA ACTIVA

1 02 11.723 0.464 05 0.556 0.04

TOTAL 12.77

12.770

MODO αi1 -0.03132 3.42333 0.67624 0.06345 0.74146 0.1917

-0.000100

rmod= 000

1 PISO x 0.0000000235862 PISO x 0.000000388623

-0.00001331582 PISO y -0.0000230773

OPERACIÓN

A 1 PISO xB-A 2 PISO xC 1 PISO y

D-D 2 PISO y

1 PISO x2 PISO x1 PISO y2 PISO yM1zM2z

1MODO 1 MODO 2

0 26.69MODO 1 MODO 2

-0.25 0.61

3 6

MODO

MODO 1

Umodx = 1 PISO y

1 PISO z2 PISO z

-1.72733E-07-1.96913E-07

1 PISO x2 PISO x1 PISO y2 PISO y

FUERZAS INERCIALES MAXIMAS

CORTANTE BASAL EN X

210

MASA/M2 1° NIVEL 0.091743119 TON-SEG/M4Pi (TON)

8144.25

125.25Yi AiXi5 180

7.5 270450

-26,010.6916 0.0000 0.000026,010.6916 0.0000 0.0000 43,351.1527

0.0000 0.0000 30,821.60920.0000 0.0000 -12,427.1126

ALTURA

δ1= 5.74709E-06 m

δ2= 5.74709E-06 m

δ1= -2.96838E-05 mδ2= -6.81355E-05 m

δ1= 0.000945269 m

δ2= 0.001453849 m

mi B5.50459 62.75229 128.257

mi B

4.5107 5

ANÁLISIS DINÁMICO

TOTAL

SEGUNDO PISO

FACTOR DE ZONA

FACTOR DE USOFACTOR DE SUELOPERIODO DEL SUELO

COEFICIENTE DE REDUCCIÓN SISMICA

33.834 5.3845.32 7.2157.85 9.2173.46 11.69102.64 16.34123.58 19.67

MODO 1 MODO 2 MODO 3

-0.00102 0.60326 1-0.01684 1 -0.05990.57701 0.02495 -0.712971 0.00257 0.456260.00748 -0.0243 0.615090.00853 -0.03116 0.95947

MODO 1

-0.00102204 -0.016840048

0.603262025 1

MODO 3

1 -0.059901562 -0.712974963 0.456257 0.6150853 0.9594657

0.044745143 -0.032994572 0.930841743 -1 0.0281155 0.0667699

0.860755389 -1 0.006819661 -0.009632 0.0203779 -0.156796

-51,892.5651 43,351.1527 12,919.4571 -12,427.1126 1,634,427.8243 -592,218.47320.0000 0.0000 0.0000 0.0000 -592,218.4732 592,218.4732

0 m

0.000915743 m

0.001515417 m

0.000886217 m

ωi(rad/seg)

fi(Hertz)

0.779236235 -1 -0.088216464 0.1341973 -0.521458 0.8171675

MODO 1 MODO 2 MODO 3 MODO 4 MODO 5 MODO 6

-0.000378907 0.217571503 0.0846711 0.0128575 0.2457796 0.0776625-0.006243207 0.360658377 -0.005072 -0.009481 -0.285539 -0.0996650.213916758 0.008997608 -0.060368 0.2674777 0.0019473 -0.0087920.370735712 0.000925522 0.0386318 -0.28735 -0.00275 0.01337480.002774949 -0.008762197 0.05208 0.008079 0.0058187 -0.0519710.003163392 -0.011238723 0.081239 0.0191864 -0.044772 0.0814429

X

110000

αy αz3.438563982 0.69675610.078466933 -2.279488-0.324198071 14.4658830.912379364 2.66229890.003672275 -1.804521-0.012265602 -4.111936

DIRECCIÓN XMASA ACTIVA

0 0.01%11.72 91.79%

0.46 3.58%0 0.03%

0.55 4.31%0.04 0.29%

TOTAL 12.77

12.770

αi Sd-0.0313 0.0023.4233 0.00110.6762 0.00070.0634 0.00040.7414 0.00020.1917 0.0001

-0.000100000

0.0000000235860.000000388623-0.0000133158-0.0000230773

1 PISO x 2.3586E-08 0.000825682 3.897E-05 3.44E-07 3.939E-05 2.22E-062 PISO x 3.65037E-07 0.000543014 -4.13E-05 -5.98E-07 -8.52E-05 -5.07E-061 PISO y -1.33158E-05 3.41459E-05 -2.78E-05 7.155E-06 3.121E-07 -2.51E-072 PISO y -9.76157E-06 -3.06335E-05 4.556E-05 -1.48E-05 -7.53E-07 6.336E-07

H= 3 M

0.00020.002-0.1259-0.1192-0.0353-0.0143

1 PISO x 15.552 PISO x 13.431 PISO y 1.232 PISO y 0.43M1z 22.65M2z 13.49

1 1MODO 2 MODO 3

26.69 1.04MODO 2 MODO 3

0.61 -0.5

6 x

% MASA TOTAL

MODO 1

-1.72733E-07-1.96913E-07

Δ Modo 1 Δ Modo 2 Δ Modo 3 Δ Modo 4 Δ Modo 5 Δ Modo 6

0.000847315 0.1680507 < 0.70% OK0.000582295 0.1154884 < 0.70% OK5.56506E-05 0.0110374 < 0.70% OK6.88328E-05 0.0136518 < 0.70% OK

210

MASA/M2 1° NIVEL 0.091743119 TON-SEG/M4Pi (TON) PixHi

81 24344.25 265.5

125.25 508.5AiXi AiYi180 300

270 225450 525

-26,010.6916 0.0000 0.00000.0000 0.0000 43,351.152730,821.6092 -12,427.1126

0.0000 0.0000 -12,427.1126 12,427.1126

ALTURA DERIVAS ELASTICA

5.74709E-06 m

5.74709E-06 m

-2.96838E-05 m-6.81355E-05 m

0.000945269 m

0.001453849 m

B H6 1012 5

B H

5 12

ANÁLISIS DINÁMICO

TOTAL

SEGUNDO PISO

FACTOR DE ZONA Z=

FACTOR DE USO U=FACTOR DE SUELO S1=PERIODO DEL SUELO Tp=

Tl=C=

COEFICIENTE DE REDUCCIÓN SISMICARo=Ia=Ip=

R=

Ci

5.38 0.186 2.57.21 0.139 2.59.21 0.109 2.511.69 0.086 2.516.34 0.061 2.519.67 0.051 2.5

MODO 3 MODO 4

1 0.04475-0.0599 -0.03299-0.71297 0.930840.45626 -10.61509 0.028120.95947 0.06677

MODO 1

-0.00102204 -0.016840048 0.577006075 1

1 0.024947732 0.0025662 -0.024295 -0.031162

MODO 3

-0.059901562 -0.712974963 0.456257 0.6150853 0.9594657

-0.032994572 0.930841743 -1 0.0281155 0.0667699

-1 0.006819661 -0.009632 0.0203779 -0.156796

-51,892.5651 43,351.1527 12,919.4571 -12,427.1126 1,634,427.8243 -592,218.47320.0000 0.0000 0.0000 0.0000 -592,218.4732 592,218.4732

Ti(S)

-1 -0.088216464 0.1341973 -0.521458 0.8171675

MODO 2 MODO 3 MODO 4 MODO 5 MODO 6

0.217571503 0.0846711 0.0128575 0.2457796 0.07766250.360658377 -0.005072 -0.009481 -0.285539 -0.0996650.008997608 -0.060368 0.2674777 0.0019473 -0.0087920.000925522 0.0386318 -0.28735 -0.00275 0.0133748-0.008762197 0.05208 0.008079 0.0058187 -0.051971-0.011238723 0.081239 0.0191864 -0.044772 0.0814429

X Y

1 01 00 10 10 00 0

αz0.6967561-2.27948814.4658832.6622989-1.804521-4.111936

DIRECCIÓN X% ACUM.

0.01% 0.01%91.79% 91.79%3.58% 95.38%0.03% 95.41%4.31% 99.71%0.29% 100.00%

TOTAL 12.77

12.770 OK

Sd (ni)máx0.002 -0.00010.0011 0.00380.0007 0.00050.0004 00.0002 0.00020.0001 0

00.0038

0000

0.0008256820.0013686960.00003414590.00000351235

2.3586E-08 0.000825682 3.897E-05 3.44E-07 3.939E-05 2.22E-063.65037E-07 0.000543014 -4.13E-05 -5.98E-07 -8.52E-05 -5.07E-06-1.33158E-05 3.41459E-05 -2.78E-05 7.155E-06 3.121E-07 -2.51E-07-9.76157E-06 -3.06335E-05 4.556E-05 -1.48E-05 -7.53E-07 6.336E-07

H= 3 M

0.0002 14.00510.002 12.6826-0.1259 0.5792-0.1192 0.0325-0.0353 -12.2049-0.0143 -5.5659

15.5513.431.230.4322.6513.49

1 xMODO 3 MODO 4 MODO 5

1.04 0.01 1.25MODO 3 MODO 4 MODO 5

-0.5 0.13 0.010.00020.002

MODO 2

-3.32525E-05-4.26509E-05

210

MASA/M2 1° NIVEL 0.091743119 TON-SEG/M4 MASA/M2 2° NIVEL 0.075178389 TON-SEG/M4PixHi

243 0.48265.5 0.52508.5 1

AiYi300

225525

-26,010.6916 0.0000 0.0000 -51,892.56510.0000 0.0000 43,351.1527

-12,427.1126 12,919.457112,427.1126 -12,427.1126

DERIVAS ELASTICA

5.74709E-06 m 3

5.74709E-06 m 3

-2.96838E-05 m 3-6.81355E-05 m 3

0.000945269 m 3

0.001453849 m 3

H Xi Yi10 -2 -0.8335 4 1.667

H Xi Yi

12 0 0

ANÁLISIS DINÁMICO

TOTAL

SEGUNDO PISO

Z= 0.45

U= 1.3S1= 1Tp= 0.4Tl= 2.5C= 2.5

Ro= 7Ia= 1Ip= 0.9

R= 6.3

Ci Sai (m/s2)

2.5 2.282.5 2.282.5 2.282.5 2.282.5 2.282.5 2.28

MODO 4 MODO 5

0.04475 0.86076-0.03299 -10.93084 0.00682-1 -0.009630.02812 0.020380.06677 -0.1568

0.577006075 1 0.007485 0.0085327

0.024947732 0.0025662 -0.024295 -0.031162

MODO 3

-0.059901562 -0.712974963 0.456257 0.6150853 0.9594657

-0.032994572 0.930841743 -1 0.0281155 0.0667699

-1 0.006819661 -0.009632 0.0203779 -0.156796

AZOTEA:AREA= 60 M2WD= 0.7 TON/M2WL= 0.15 TON/M2PROBABILIDAD WL % 25.00%PESO 1 °= 44.25 TONMASA 2°= 4.510703364 TON-SEG/M2

αi

xi= 5.000 Myi= 5.833 M

3

3

3

3

-1 -0.088216464 0.1341973 -0.521458 0.8171675


0.217571503 0.0846711 0.0128575 0.2457796 0.07766250.360658377 -0.005072 -0.009481 -0.285539 -0.0996650.008997608 -0.060368 0.2674777 0.0019473 -0.0087920.000925522 0.0386318 -0.28735 -0.00275 0.0133748-0.008762197 0.05208 0.008079 0.0058187 -0.051971-0.011238723 0.081239 0.0191864 -0.044772 0.0814429

Z

000011

DIRECCIÓN X DIRECCIÓN Y% ACUM.

0.01% 11.82 92.61%91.79% 0.01 0.05%95.38% 0.11 0.82%95.41% 0.83 6.52%99.71% 0 0.00%100.00% 0 0.00%

12.77

12.77OK 0

0 0 00.0038 0 0

0 0.0005 00 0 00 0 00 0 0

0.000825682 0.00003897 0.0000003440.001368696 -0.00000233 -0.0000002540.0000341459 -0.0000278 0.0000071550.00000351235 0.00001778 -0.00000769


H= 3 M

14.0051 1.0766 0.015312.6826 -0.0352 -0.00620.5792 -0.7676 0.31890.0325 0.2684 -0.1871-12.2049 14.3299 0.2084-5.5659 7.9476 0.176

0.0002 14.00510.002 12.6826

MODO 5 MODO 6

1.25 0.08MODO 5 MODO 6

0.01 -0.010.0002 14.0051 1.07660.002 12.6826 -0.0352

MASA ACTIVA % MASA TOTAL

MODO 3 MODO 4

2.397E-053.739E-05

2.161E-075.133E-07

ANÁLISIS ESTÁTICO210 CALCULO PESO EDFICACIÓN

MASA/M2 2° NIVEL 0.075178389 TON-SEG/M4Fi (TON) ey + 5%Ly EXC.

0.48 13.89 1.39490.52 15.18 0.25

1 29.08

-51,892.5651 00.0000 0.0000 43,351.1527 0

12,919.4571 0-12,427.1126 0

x FACTOR INELASTICO0.85Ro

3 0.0002%

3 0.0000%

3 -0.0010%3 -0.0013%

3 0.0315%

3 0.0189%

Yi mi/Ai(Ix+Iy) mi(Xi¨2+Yi¨2)-0.833 62.39 25.841.667 38.76 51.68

Yi mi/Ai(Ix+Iy) mi(Xi¨2+Yi¨2)

0 63.53 0

ANÁLISIS DINÁMICO

TOTAL

SEGUNDO PISO

Sai (m/s2) Sd (m)

2.28 0.0019892.28 0.0011092.28 0.0006812.28 0.0004222.28 0.0002162.28 0.000149

MODO 5 MODO 6

0.86076 0.77924-1 -10.00682 -0.08822-0.00963 0.13420.02038 -0.52146-0.1568 0.81717

0.007485 0.0085327 x

0.024947732 0.0025662 -0.024295 -0.031162 x

MODO 3

-0.059901562 -0.712974963 0.456257 0.6150853 0.9594657 x

-0.032994572 0.930841743 -1 0.0281155 0.0667699 x

-1 0.006819661 -0.009632 0.0203779 -0.156796 x

αi

3

3

0.0305%

3

3

0.0200%

0.0295%

-1 -0.088216464 0.1341973 -0.521458 0.8171675 x


0.217571503 0.0846711 0.0128575 0.2457796 0.07766250.360658377 -0.005072 -0.009481 -0.285539 -0.0996650.008997608 -0.060368 0.2674777 0.0019473 -0.0087920.000925522 0.0386318 -0.28735 -0.00275 0.0133748-0.008762197 0.05208 0.008079 0.0058187 -0.051971-0.011238723 0.081239 0.0191864 -0.044772 0.0814429

DIRECCIÓN Y DIRECCIÓN Z (TOTACIONAL)% ACUM.

92.61% 92.61% 0.49 0.20%0.05% 92.66% 5.2 2.15%0.82% 93.48% 209.26 86.40%6.52% 100.00% 7.09 2.93%0.00% 100.00% 3.26 1.34%0.00% 100.00% 16.91 6.98%

12.77 242.2

12.77 242.20 OK

0 0 00 0 00 0 0

0 0 00 0.0002 00 0 0

VARIABLE

0.000000344 0.00003939 0.00000222 A-0.000000254 -0.0000458 -0.00000285 B0.000007155 0.0000003121 -0.000000251 C-0.00000769 -0.000000441 0.0000003823 D


H= 3 M

0.0153 3.4263 0.2799-0.0062 -2.1746 -0.19630.3189 0.0271 -0.0317-0.1871 -0.0209 0.02630.2084 1.7553 -4.05360.176 -4.802 2.2585

14.0051 1.0766 0.015312.6826 -0.0352 -0.0062

MODO 6

0.08 0.00222962MODO 6

-0.01 0.2450216861.0766 0.0153 3.4263 0.2799-0.0352 -0.0062 -2.1746 -0.1963

% MASA TOTAL MASA ACTIVA % MASA TOTAL

0.00 OK

MODO 5 MODO 6

9.326E-07-7.18E-06

-1.49E-062.328E-06

ANÁLISIS ESTÁTICOCALCULO PESO EDFICACIÓN

MASA/M2 2° NIVEL 0.075178389 TON-SEG/M4ey + 5%Ly EXC. MOMENTO TORSIONAL

1.3949 Ly=10 19.38130.25 Ly=5 3.7953

0 ey1= -0.89490 ey2= 0.00000 ex1= 0.41920 ex2= 0.0000

FACTOR INELASTICO0.85Ro

0.0002% x 5.95

0.0000% x 5.95

-0.0010% x 5.95-0.0013% x 5.95

0.0315% x 5.95

0.0189% x 5.95

mi(Xi¨2+Yi¨2) Ji25.84 88.2351.68 90.44

J 1° NIVEL 178.67mi(Xi¨2+Yi¨2) Ji

0 63.53

ANÁLISIS DINÁMICO

TOTAL

SEGUNDO PISO

8.2569 0 0 00 4.5107 0 00 0 8.2569 0

x 0 0 0 4.51070 0 0 00 0 0 0

8.2569 0 0 0

0 4.5107 0 00 0 8.2569 0

x 0 0 0 4.51070 0 0 00 0 0 0

MODO 3 8.2569 0 0 00 4.5107 0 00 0 8.2569 0

x 0 0 0 4.51070 0 0 00 0 0 0

8.2569 0 0 00 4.5107 0 00 0 8.2569 0

x 0 0 0 4.51070 0 0 00 0 0 0

8.2569 0 0 00 4.5107 0 00 0 8.2569 0

x 0 0 0 4.51070 0 0 0

x

x

5.95

5.95

x

x

5.95

5.95

0 0 0 0

8.2569 0 0 00 4.5107 0 00 0 8.2569 0

x 0 0 0 4.51070 0 0 00 0 0 0

1.0000 0.0000 0.00000.0000 1.0000 0.00000.0000 0.0000 1.00000.0000 0.0000 0.00000.0000 0.0000 0.00000.0000 0.0000 0.0000

DIRECCIÓN Z (TOTACIONAL)% ACUM.

0.20% 0.20%2.15% 2.35%86.40% 88.75%2.93% 91.67%1.34% 93.02%6.98% 100.00%

242.2

242.2

VARIABLE

A 0.000000023586B 0.000000388623C 0.0000133158D 0.0000230773

7 0.85

0.2799 0.000222934 14.0051248 1.076643546 0.015327433 3.426335783 0-0.1963 0.002006686-0.0317 0.1258601540.0263 0.119161532-4.0536 0.0353291652.2585 0.014319574

0.0153 3.4263 0.2799-0.0062 -2.1746 -0.1963

0.00222962

0.2450216860.2799-0.1963

% MASA TOTAL

1.72733E-071.96913E-07

Ro IRREGULAR

MASA/M2 2° NIVEL 0.075178389 TON-SEG/M4MOMENTO TORSIONAL

19.38133.7953

5.95 0.001% < 0.70% OK

5.95 0.000% < 0.70% OK

5.95 -0.006% < 0.70% OK5.95 -0.008% < 0.70% OK

5.95 0.187% < 0.70% OK

5.95 0.113% < 0.70% OK

ANÁLISIS DINÁMICO

TOTAL

SEGUNDO PISO

0 0 0 -0.001022040 0 0 -0.0168400480 0 0 0.5770060754.5107 0 0 x 10 178.6697 0 0.0074849780 0 63.5257 0.00853274

0 0 0 0.603262025

0 0 0 10 0 0 0.0249477324.5107 0 0 x 0.00256620 178.6697 0 -0.0242950060 0 63.5257 -0.031161684

0 0 0 10 0 0 -0.0599015620 0 0 -0.7129749634.5107 0 0 x 0.4562569520 178.6697 0 0.6150853270 0 63.5257 0.959465708

0 0 0 0.0447451430 0 0 -0.0329945720 0 0 0.9308417434.5107 0 0 x -10 178.6697 0 0.0281154670 0 63.5257 0.06676993

0 0 0 0.8607553890 0 0 -10 0 0 0.0068196614.5107 0 0 x -0.0096322660 178.6697 0 0.020377868

0.182% < 0.70% OK

0.119%

0.176%

<

<

0.70%

0.70%

OK

OK

0 0 63.5257 -0.156796244

0 0 0 0.7792362350 0 0 -10 0 0 -0.0882164644.5107 0 0 x 0.134197340 178.6697 0 -0.5214581720 0 63.5257 0.817167489

1.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 1.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 1.0000 0.0000 0.0000 0.0000 =0.0000 0.0000 0.0000 1.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 1.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 1.0000

0.000000023586 0.000825682 0.00003896860.000000388623 0.001368696 0.00000233428

0.0000133158 0.0000341459 0.00002778360.0000230773 0.00000351235 0.0000177797

0.000000023586 0.0008256820.000000365037 0.0005430140.0000133158 0.00003414590.00000976157 0.0000306335

5.95

0.000222934 14.0051248 1.076643546 0.015327433 3.426335783 00.002006686 12.682626480.125860154 0.5791780070.119161532 0.0325461580.035329165 12.2048640.014319574 5.565902823

0.00222962 26.68775127 1.041411464 0.009153041

0.245021686 0.611724165 0.499264922 0.131725933

1.72733E-071.96913E-07

3.32525E-054.26509E-05

2.3969E-053.7389E-05

Ro

OK Q1X= 13.89 TON

OK Q2X= 15.18 TONQ1Y= 0 TON

OK Q2Y= 0 TONOK QO1= 19.3813 TON-M

QO2= 3.7953 TON-M

OK

OK

ANÁLISIS DINÁMICOMATRIZ DE MASAS

8.256881 00 4.5107030 0

TOTAL 0 0

0 0SEGUNDO PISO 0 0

-0.00102204-0.0168400480.577006075

1 = 7.2756392110.0074849780.00853274

0.603262025

10.0249477320.0025662 = 7.687903993-0.024295006-0.031161684

1-0.059901562-0.7129749630.456256952 = 139.48559010.6150853270.959465708

0.044745143-0.0329945720.930841743

-1 = 12.110901250.0281154670.06676993

0.860755389-1

0.006819661-0.009632266 = 12.265005680.020377868

OK

OK

OK

-0.156796244

0.779236235-1

-0.0882164640.13419734 = 100.6735911-0.5214581720.817167489

1 1,144.7387 0.0000 0.0000 0.0000 0.0000 0.00001 0.0000 2,054.2723 0.0000 0.0000 0.0000 0.0000

= 1 0.0000 0.0000 3,346.1174 0.0000 0.0000 0.00001 0.0000 0.0000 0.0000 5,396.9817 0.0000 0.00001 0.0000 0.0000 0.0000 0.0000 10,534.0852 0.00001 0.0000 0.0000 0.0000 0.0000 0.0000 15,271.4505

0.0000389686 0.000000343956 3.93928E-05 00.00000233428 0.000000253629 4.57654E-05 00.0000277836 0.00000715538 3.12105E-07 00.0000177797 0.00000768699 4.40825E-07 0

0.0000389686 0.000000343956 3.93928E-05 00.0000413029 0.000000597585 8.51582E-05 00.0000277836 0.00000715538 3.12105E-07 00.0000455633 0.0000148424 7.52929E-07 0

0.000222934 14.0051248 1.076643546 0.015327433 3.426335783 012.68262648 0.035232082 0.006174393 2.174594965 00.579178007 0.767619892 0.318859521 0.027146444 00.032546158 0.26835497 0.187133588 0.020946277 012.204864 14.32987001 0.208402909 1.75526971 45.565902823 7.947583486 0.175969807 4.80197093 2

0.009153041 1.251740817 0

0.131725933 0.006200167 0

2.3969E-053.7389E-05

2.16123E-075.1326E-07

9.32601E-07 07.17584E-06 0

D1X= 0.000910822 M

D2X= 0.001484633 MD1Y= -1.58056E-07 MD2Y= 5.74709E-06 MDO1= 5.90515E-06 RADDO2= 1.23138E-05 RAD

0 0 0 00 0 0 08.256881 0 0 00 4.510703 0 0

0 0 178.669725 00 0 0 63.525739

ωi2 (rad/seg)2

1,144.7387 0.0000 0.0000 0.0000 0.0000 0.0000 1,144.700.0000 2,054.2723 0.0000 0.0000 0.0000 0.0000 2,054.300.0000 0.0000 3,346.1174 0.0000 0.0000 0.0000 = 3,346.100.0000 0.0000 0.0000 5,396.9817 0.0000 0.0000 5,397.000.0000 0.0000 0.0000 0.0000 10,534.0852 0.0000 10,534.100.0000 0.0000 0.0000 0.0000 0.0000 15,271.4505 15,271.50

20151208111252

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