Post on 13-Feb-2016
description
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
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
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
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
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
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
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
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
0.0153 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