Calculo sismicos 8 pisos
24
DISEÑO DE EDIFICIO DE 8 PISOS b h viga 0.3 0.5 columna 0.3 0.7 W(D) = 3.00 t/m W(L) = 2.00 t/m f'c= 280.00 kg/m2 E = 2509980.08 kg/m2 I = 0.008575 m4 k H1= 2.80 m k1 = 11765.5316 58827.6581 H2= 2.50 m k2 = 16529.7248 82648.6241 L1= 5.00 m k3 = 16529.7248 82648.6241 L2= 6.00 m k4= 16529.7248 82648.6241 L3= 6.00 m k5= 16529.7248 82648.6241 L4= 4.00 m k6= 16529.7248 82648.6241 k7= 16529.7248 66118.8992 k8= 16529.7248 66118.8992
-
Upload
wegner-escobar -
Category
Documents
-
view
238 -
download
0
description
Calculo sísmico 8 pisos
Transcript of Calculo sismicos 8 pisos
DISEÑO DE EDIFICIO DE 8 PISOS
b hviga 0.3 0.5
columna 0.3 0.7
W(D) = 3.00 t/mW(L) = 2.00 t/m
f'c= 280.00 kg/m2E = 2509980.08 kg/m2I = 0.008575 m4
kH1= 2.80 m k1 = 11765.5316 58827.6581H2= 2.50 m k2 = 16529.7248 82648.6241L1= 5.00 m k3 = 16529.7248 82648.6241L2= 6.00 m k4= 16529.7248 82648.6241L3= 6.00 m k5= 16529.7248 82648.6241L4= 4.00 m k6= 16529.7248 82648.6241
k7= 16529.7248 66118.8992k8= 16529.7248 66118.8992
MATRIZ RIGIDEZ "K"
141476.282 -82648.6241 0 0 0 0 0 0-82648.6241 165297.248 -82648.6241 0 0 0 0 0
0 -82648.6241 165297.248 -82648.6241 0 0 0 00 0 -82648.6241 165297.248 -82648.6241 0 0 00 0 0 -82648.6241 165297.248 -82648.6241 0 00 0 0 0 -82648.6241 148767.523 -66118.8992 00 0 0 0 0 -66118.8992 132237.798 -66118.89920 0 0 0 0 0 -66118.8992 66118.8992
PISO 1
W(T/M) PE(T/M3) L(M) A(M) H(M) PESO(TON)VIGA 1 _ 2.40 21.00 0.30 0.50 112.56
COLUMNA 1 _ 2.40 2.65 0.30 0.70 1.3356COLUMNA 2 _ 2.40 2.65 0.30 0.70 1.3356COLUMNA 3 _ 2.40 2.65 0.30 0.70 1.3356COLUMNA 4 _ 2.40 2.65 0.30 0.70 1.3356COLUMNA 5 _ 2.40 2.65 0.30 0.70 1.3356
S/C 5.00 119.24 12.155
PISO 2-3-4-5-6
W(T/M) PE(T/M3) L(M) A(M) H(M) PESO(TON)VIGA 1 _ 2.40 21.00 0.30 0.50 112.56
COLUMNA 1 _ 2.40 2.50 0.30 0.70 1.26COLUMNA 2 _ 2.40 2.50 0.30 0.70 1.26COLUMNA 3 _ 2.40 2.50 0.30 0.70 1.26COLUMNA 4 _ 2.40 2.50 0.30 0.70 1.26COLUMNA 5 _ 2.40 2.50 0.30 0.70 1.26
S/C 5.00 118.86 12.116
PISO 7
W(T/M) PE(T/M3) L(M) A(M) H(M) PESO(TON)VIGA 1 _ 2.40 17.00 0.3 0.5 91.12
COLUMNA 1 _ 2.40 2.50 0.3 0.7 1.26COLUMNA 2 _ 2.40 2.50 0.3 0.7 1.26COLUMNA 3 _ 2.40 2.50 0.3 0.7 1.26COLUMNA 4 _ 2.40 2.50 0.3 0.7 1.26
S/C 5.00 96.16 9.802
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.80
5.00 6.00 6.00 4.00 21.00
17.00
PISO 8
W(T/M) PE(T/M3) L(M) A(M) H(M) PESO(TON)VIGA 1 _ 2.40 17.00 0.30 0.50 91.12
COLUMNA 1 _ 2.40 1.25 0.30 0.70 0.63COLUMNA 2 _ 2.40 1.25 0.30 0.70 0.63COLUMNA 3 _ 2.40 1.25 0.30 0.70 0.63COLUMNA 4 _ 2.40 1.25 0.30 0.70 0.63
S/C 5.00 93.64 9.545
MATRIZ MASA "M"
12.155 0 0 0 0 0 0 00 12.116 0 0 0 0 0 00 0 12.116 0 0 0 0 00 0 0 12.116 0 0 0 00 0 0 0 12.116 0 0 00 0 0 0 0 12.116 0 00 0 0 0 0 0 9.802 00 0 0 0 0 0 0 9.545
MATRIZ MASA "W2"
230.538 0 0 0 0 0 0 00 1927.383 0 0 0 0 0 00 0 4909.634 0 0 0 0 00 0 0 9241.494 0 0 0 00 0 0 0 14488.285 0 0 00 0 0 0 0 19197.620 0 00 0 0 0 0 0 22893.652 00 0 0 0 0 0 0 26018.873
M (T-SEG2/CM)
12.155 0 0 0 0 0 0 00 12.116 0 0 0 0 0 00 0 12.116 0 0 0 0 00 0 0 12.116 0 0 0 00 0 0 0 12.116 0 0 00 0 0 0 0 12.116 0 00 0 0 0 0 0 9.802 00 0 0 0 0 0 0 9.545
K (Ton/cm)
141476.282 -82648.624 0 0 0 0 0 0-82648.624 165297.248 -82648.624 0 0 0 0 0
0 -82648.624 165297.248 -82648.624 0 0 0 00 0 -82648.624 165297.248 -82648.624 0 0 00 0 0 -82648.624 165297.248 -82648.624 0 00 0 0 0 -82648.624 148767.523 -66118.899 00 0 0 0 0 -66118.899 132237.798 -66118.8990 0 0 0 0 0 -66118.899 66118.899
W2= 230.537603
(K-w2*M)
138674.158 -82648.624 0 0 0 0 0 0-82648.624 162504.007 -82648.624 0 0 0 0 0
0 -82648.624 162504.007 -82648.624 0 0 0 00 0 -82648.624 162504.007 -82648.624 0 0 00 0 0 -82648.624 162504.007 -82648.624 0 00 0 0 0 -82648.624 145974.282 -66118.899 00 0 0 0 0 -66118.899 129978.013 -66118.8990 0 0 0 0 0 -66118.899 63918.334
INV((K-w2*M))
-0.24597538 -0.41272832 -0.56553246 -0.69922353 -0.80928323 -0.89199192 -0.95769493 -0.99066621 1-0.41272832 -0.69250702 -0.94889345 -1.17321051 -1.35787706 -1.496652 -1.6068935 -1.66221524 0-0.56553246 -0.94889345 -1.30018507 -1.60754697 -1.86057927 -2.05073034 -2.20178456 -2.27758707 0-0.69922353 -1.17321051 -1.60754697 -1.98755383 -2.30040025 -2.53550099 -2.72226281 -2.81598422 0-0.80928323 -1.35787706 -1.86057927 -2.30040025 -2.66247556 -2.93458036 -3.15073787 -3.25921071 0-0.89199192 -1.496652 -2.05073034 -2.53550099 -2.93458036 -3.23448093 -3.47272873 -3.59228699 0-0.95769493 -1.6068935 -2.20178456 -2.72226281 -3.15073787 -3.47272873 -3.72850933 -3.85687355 0-0.99066621 -1.66221524 -2.27758707 -2.81598422 -3.25921071 -3.59228699 -3.85687355 -3.9896414 0
Z Z^2-0.24597538 1 1-0.41272832 1.67792537 2.81543354-0.56553246 2.29914258 5.28605662-0.69922353 2.84265662 8.08069668-0.80928323 3.29009857 10.8247486-0.89199192 3.6263464 13.1503882-0.95769493 3.89345853 15.1590193-0.99066621 4.02750157 16.2207689
FACTOR DE PARTICIPACIONMXZ MXZ^2
12.1547401 12.154740120.3300927 34.112378327.8568897 64.046961334.4422188 97.907401339.8635184 131.15490543.9375671 159.33283838.1646251 148.59238538.4439599 154.833109
255.193612 802.134718 0.31814308
M (T-SEG2/CM)
12.155 0 0 0 0 0 0 00 12.116 0 0 0 0 0 00 0 12.116 0 0 0 0 00 0 0 12.116 0 0 0 00 0 0 0 12.116 0 0 00 0 0 0 0 12.116 0 00 0 0 0 0 0 9.802 00 0 0 0 0 0 0 9.545
K (Ton/cm)
141476.282 -82648.624 0 0 0 0 0 0-82648.624 165297.248 -82648.624 0 0 0 0 0
0 -82648.624 165297.248 -82648.624 0 0 0 00 0 -82648.624 165297.248 -82648.624 0 0 00 0 0 -82648.624 165297.248 -82648.624 0 00 0 0 0 -82648.624 148767.523 -66118.899 00 0 0 0 0 -66118.899 132237.798 -66118.8990 0 0 0 0 0 -66118.899 66118.899
W2= 1927.3831045
(K-w2*M)
118049.442 -82648.624 0 0 0 0 0 0-82648.624 141944.674 -82648.624 0 0 0 0 0
0 -82648.624 141944.674 -82648.624 0 0 0 00 0 -82648.624 141944.674 -82648.624 0 0 00 0 0 -82648.624 141944.674 -82648.624 0 00 0 0 0 -82648.624 125414.949 -66118.899 00 0 0 0 0 -66118.899 113345.122 -66118.8990 0 0 0 0 0 -66118.899 47721.330
INV((K-w2*M))
-0.216351155 -0.309032768 -0.314396403 -0.230926551 -0.082207827 0.089738922 0.272977415 0.378215908 1-0.309032768 -0.44140052 -0.449061556 -0.329839132 -0.117419839 0.128176722 0.389901607 0.540216819 0-0.314396403 -0.449061556 -0.456843249 -0.335554844 -0.119454582 0.130397869 0.39665813 0.549578122 0-0.230926551 -0.329839132 -0.335554844 -0.2464587 -0.087737136 0.095774774 0.291337911 0.403654759 0-0.082207827 -0.117419839 -0.119454582 -0.087737136 -0.031229344 0.034090278 0.103699439 0.143677738 00.0897389224 0.1281767216 0.1303978689 0.0957747738 0.034090278 -0.037226511 -0.113239567 -0.156895785 00.2729774148 0.3899016074 0.3966581301 0.2913379106 0.103699439 -0.113239567 -0.344418173 -0.47719857 00.3782159083 0.5402168186 0.5495781219 0.4036547586 0.143677738 -0.156895785 -0.47719857 -0.661147628 0
Z Z^2-0.216351155 1 1-0.309032768 1.4283851062 2.0402840117-0.314396403 1.4531764445 2.1117217788-0.230926551 1.0673691604 1.1392769246-0.082207827 0.3799740627 0.14438028830.0897389224 -0.414783652 0.17204547840.2729774148 -1.261733104 1.59197042650.3782159083 -1.748157562 3.056054863
FACTOR DE PARTICIPACIONMXZ MXZ^2
12.154740061 12.15474006117.306610981 24.72050536417.606987991 25.58606020612.932466708 13.8037161324.6038447594 1.7493415972-5.025604988 2.0845387928
-12.367814 15.604880348-16.68679655 29.171149579
30.524434967 124.87493208 0.244440053
M (T-SEG2/CM)
12.155 0 0 0 0 0 0 00 12.116 0 0 0 0 0 00 0 12.116 0 0 0 0 00 0 0 12.116 0 0 0 00 0 0 0 12.116 0 0 00 0 0 0 0 12.116 0 00 0 0 0 0 0 9.802 00 0 0 0 0 0 0 9.545
K (Ton/cm)
141476.282 -82648.624 0 0 0 0 0 0-82648.624 165297.248 -82648.624 0 0 0 0 0
0 -82648.624 165297.248 -82648.624 0 0 0 00 0 -82648.624 165297.248 -82648.624 0 0 00 0 0 -82648.624 165297.248 -82648.624 0 00 0 0 0 -82648.624 148767.523 -66118.899 00 0 0 0 0 -66118.899 132237.798 -66118.8990 0 0 0 0 0 -66118.899 66118.899
W2= 4909.63362
(K-w2*M)
81800.962 -82648.624 0 0 0 0 0 0-82648.624 105811.106 -82648.624 0 0 0 0 0
0 -82648.624 105811.106 -82648.624 0 0 0 00 0 -82648.624 105811.106 -82648.624 0 0 00 0 0 -82648.624 105811.106 -82648.624 0 00 0 0 0 -82648.624 89281.381 -66118.899 00 0 0 0 0 -66118.899 84112.379 -66118.8990 0 0 0 0 0 -66118.899 19254.670
INV((K-w2*M))
-0.21080066 -0.20865074 -0.05632497 0.13654056 0.23113136 0.15936594 -0.07371989 -0.25314782 1-0.20865074 -0.20651077 -0.05574729 0.13514017 0.22876082 0.15773145 -0.0729638 -0.25055148 0-0.05632497 -0.05574729 -0.01504563 0.03647298 0.06174026 0.04257014 -0.0196922 -0.06762134 00.13654056 0.13514017 0.03647298 -0.08844555 -0.14971771 -0.10323092 0.04775281 0.1639791 00.23113136 0.22876082 0.06174026 -0.14971771 -0.25341672 -0.17473178 0.08082785 0.27755598 00.15936594 0.15773145 0.04257014 -0.10323092 -0.17473178 -0.12046988 0.05572725 0.19136264 0
-0.07371989 -0.0729638 -0.0196922 0.04775281 0.08082785 0.05572725 -0.02578544 -0.08854502 0-0.25314782 -0.25055148 -0.06762134 0.1639791 0.27755598 0.19136264 -0.08854502 -0.30400415 0
Z Z^2-0.21080066 1 1-0.20865074 0.98980118 0.97970637-0.05632497 0.26719542 0.071393390.13654056 -0.64772358 0.419545840.23113136 -1.09644514 1.202191950.15936594 -0.75600303 0.57154059
-0.07371989 0.34971373 0.1222997-0.25314782 1.20088724 1.44213016
FACTOR DE PARTICIPACIONMXZ MXZ^2
12.1547401 12.154740111.9926369 11.87032623.23739524 0.86501717
-7.84795361 5.08330463-13.2847573 14.5660077-9.15988998 6.924904623.42797886 1.1988112911.4629033 13.7656543
11.9830534 66.4287659 0.18038952
M (T-SEG2/CM)
12.155 0 0 0 0 0 0 00 12.116 0 0 0 0 0 00 0 12.116 0 0 0 0 00 0 0 12.116 0 0 0 00 0 0 0 12.116 0 0 00 0 0 0 0 12.116 0 00 0 0 0 0 0 9.802 00 0 0 0 0 0 0 9.545
K (Ton/cm)
141476.282 -82648.624 0 0 0 0 0 0-82648.624 165297.248 -82648.624 0 0 0 0 0
0 -82648.624 165297.248 -82648.624 0 0 0 00 0 -82648.624 165297.248 -82648.624 0 0 00 0 0 -82648.624 165297.248 -82648.624 0 00 0 0 0 -82648.624 148767.523 -66118.899 00 0 0 0 0 -66118.899 132237.798 -66118.8990 0 0 0 0 0 -66118.899 66118.899
W2= 9241.49391
(K-w2*M)
29148.326 -82648.624 0 0 0 0 0 0-82648.624 53325.386 -82648.624 0 0 0 0 0
0 -82648.624 53325.386 -82648.624 0 0 0 00 0 -82648.624 53325.386 -82648.624 0 0 00 0 0 -82648.624 53325.386 -82648.624 0 00 0 0 0 -82648.624 36795.661 -66118.899 00 0 0 0 0 -66118.899 41650.433 -66118.8990 0 0 0 0 0 -66118.899 -22094.504
INV((K-w2*M))
-0.20815886 -0.07342508 0.16078455 0.17716424 -0.04647713 -0.20715156 -0.05718498 0.17112889 1-0.07342508 -0.02589539 0.05670512 0.06248187 -0.01639145 -0.07305773 -0.02016787 0.06035334 00.16078455 0.05670512 -0.12419807 -0.13685056 0.03590127 0.16001427 0.04417255 -0.13218855 00.17716424 0.06248187 -0.13685056 -0.15077867 0.03955516 0.1762999 0.04866826 -0.14564219 0
-0.04647713 -0.01639145 0.03590127 0.03955516 -0.01038004 -0.04626452 -0.0127715 0.03821934 0-0.20715156 -0.07305773 0.16001427 0.1762999 -0.04626452 -0.20615005 -0.05690851 0.17030153 0-0.05718498 -0.02016787 0.04417255 0.04866826 -0.0127715 -0.05690851 -0.01570564 0.0469999 00.17112889 0.06035334 -0.13218855 -0.14564219 0.03821934 0.17030153 0.0469999 -0.14069478 0
Z Z^2-0.20815886 1 1-0.07342508 0.35273582 0.124422560.16078455 -0.77241274 0.596621440.17716424 -0.85110114 0.72437314
-0.04647713 0.2232772 0.04985271-0.20715156 0.99516092 0.99034526-0.05718498 0.27471798 0.075469970.17112889 -0.82210718 0.67586021
FACTOR DE PARTICIPACIONMXZ MXZ^2
12.1547401 12.15474014.27382052 1.50752958
-9.35871341 7.22878949-10.3121183 8.776655632.70527303 0.604025812.0575767 11.99922912.69285232 0.73977496
-7.84731052 6.45133031
6.36612032 49.4620749 0.1287071
M (T-SEG2/CM)
12.155 0 0 0 0 0 0 00 12.116 0 0 0 0 0 00 0 12.116 0 0 0 0 00 0 0 12.116 0 0 0 00 0 0 0 12.116 0 0 00 0 0 0 0 12.116 0 00 0 0 0 0 0 9.802 00 0 0 0 0 0 0 9.545
K (Ton/cm)
141476.282 -82648.624 0 0 0 0 0 0-82648.624 165297.248 -82648.624 0 0 0 0 0
0 -82648.624 165297.248 -82648.624 0 0 0 00 0 -82648.624 165297.248 -82648.624 0 0 00 0 0 -82648.624 165297.248 -82648.624 0 00 0 0 0 -82648.624 148767.523 -66118.899 00 0 0 0 0 -66118.899 132237.798 -66118.8990 0 0 0 0 0 -66118.899 66118.899
W2= 14488.2847
(K-w2*M)
-34625.053 -82648.624 0 0 0 0 0 0-82648.624 -10245.823 -82648.624 0 0 0 0 0
0 -82648.624 -10245.823 -82648.624 0 0 0 00 0 -82648.624 -10245.823 -82648.624 0 0 00 0 0 -82648.624 -10245.823 -82648.624 0 00 0 0 0 -82648.624 -26775.548 -66118.899 00 0 0 0 0 -66118.899 -9779.884 -66118.8990 0 0 0 0 0 -66118.899 -72177.022
INV((K-w2*M))
-0.10496356 0.04396164 0.09951371 -0.0562982 -0.09253451 0.06776956 0.08822413 -0.08081911 10.04396164 -0.01841742 -0.04169056 0.02358573 0.03876667 -0.02839157 -0.03696087 0.03385859 00.09951371 -0.04169056 -0.09434539 0.05337431 0.08772866 -0.0642499 -0.08364215 0.07662171 0-0.0562982 0.02358573 0.05337431 -0.03020246 -0.04964226 0.03635654 0.04732986 -0.04335727 0
-0.09253451 0.03876667 0.08772866 -0.04964226 -0.08157459 0.05974284 0.07777474 -0.07124678 00.06776956 -0.02839157 -0.0642499 0.03635654 0.05974284 -0.04376276 -0.05697148 0.05218962 00.08822413 -0.03696087 -0.08364215 0.04732986 0.07777474 -0.05697148 -0.07414722 0.06792373 0
-0.08081911 0.03385859 0.07662171 -0.04335727 -0.07124678 0.05218962 0.06792373 -0.06223646 0
Z Z^2-0.10496356 1 10.04396164 -0.41882761 0.175416570.09951371 -0.94807859 0.898853-0.0562982 0.53635945 0.28768146
-0.09253451 0.88158693 0.777195510.06776956 -0.64564843 0.416861890.08822413 -0.8405215 0.70647639
-0.08081911 0.76997298 0.59285839
FACTOR DE PARTICIPACIONMXZ MXZ^2
12.1547401 12.1547401-5.07460243 2.12538361-11.4871173 10.89068996.49864269 3.4856084410.6814906 9.41666246
-7.82281063 5.0507854-8.23899567 6.925053017.34967073 5.65904788
4.06101801 55.7079708 0.07289833
M (T-SEG2/CM)
12.155 0 0 0 0 0 0 00 12.116 0 0 0 0 0 00 0 12.116 0 0 0 0 00 0 0 12.116 0 0 0 00 0 0 0 12.116 0 0 00 0 0 0 0 12.116 0 00 0 0 0 0 0 9.802 00 0 0 0 0 0 0 9.545
K (Ton/cm)
141476.282 -82648.624 0 0 0 0 0 0-82648.624 165297.248 -82648.624 0 0 0 0 0
0 -82648.624 165297.248 -82648.624 0 0 0 00 0 -82648.624 165297.248 -82648.624 0 0 00 0 0 -82648.624 165297.248 -82648.624 0 00 0 0 0 -82648.624 148767.523 -66118.899 00 0 0 0 0 -66118.899 132237.798 -66118.8990 0 0 0 0 0 -66118.899 66118.899
W2= 19197.6198
(K-w2*M)
-91865.796 -82648.624 0 0 0 0 0 0-82648.624 -67305.105 -82648.624 0 0 0 0 0
0 -82648.624 -67305.105 -82648.624 0 0 0 00 0 -82648.624 -67305.105 -82648.624 0 0 00 0 0 -82648.624 -67305.105 -82648.624 0 00 0 0 0 -82648.624 -83834.830 -66118.899 00 0 0 0 0 -66118.899 -55941.928 -66118.8990 0 0 0 0 0 -66118.899 -117129.329
INV((K-w2*M))
-0.03405771 0.0378438 0.00323951 -0.04048191 0.02972703 0.01627363 -0.05779278 0.0326237262 10.0378438 -0.04206423 -0.00360079 0.04499655 -0.03304225 -0.01808851 0.06423797 -0.036262002 0
0.00323951 -0.00360079 -0.0003072 0.00383886 -0.00281899 -0.00154321 0.00548044 -0.003093678 0-0.04048191 0.04499655 0.00383886 -0.04812273 0.0353379 0.01934523 -0.06870098 0.0387813461 00.02972703 -0.03304225 -0.00281899 0.0353379 -0.02595852 -0.01421062 0.05046637 -0.028488004 00.01627363 -0.01808851 -0.00154321 0.01934523 -0.01421062 -0.00777278 0.02760357 -0.015582072 0
-0.05779278 0.06423797 0.00548044 -0.06870098 0.05046637 0.02760357 -0.09808264 0.0553671448 00.03262373 -0.036262 -0.00309368 0.03878135 -0.028488 -0.01558207 0.05536714 -0.031263004 0
Z Z^2-0.03405771 1 1
0.0378438 -1.11116712 1.234692380.00323951 -0.09511839 0.00904751
-0.04048191 1.18862701 1.412834170.02972703 -0.87284287 0.761854670.01627363 -0.47782533 0.22831704
-0.05779278 1.69690767 2.879495640.03262373 -0.95789559 0.91756396
FACTOR DE PARTICIPACIONMXZ MXZ^2
12.1547401 12.1547401-13.463132 14.9597896
-1.15247416 0.1096214814.4016521 17.1181926
-10.5755457 9.23078967-5.78943104 2.7663367916.6335007 28.2255149
-9.14346005 8.75848006
3.06584987 93.3234652 0.03285186
M (T-SEG2/CM)
12.155 0 0 0 0 0 0 00 12.116 0 0 0 0 0 00 0 12.116 0 0 0 0 00 0 0 12.116 0 0 0 00 0 0 0 12.116 0 0 00 0 0 0 0 12.116 0 00 0 0 0 0 0 9.802 00 0 0 0 0 0 0 9.545
K (Ton/cm)
141476.282 -82648.624 0 0 0 0 0 0-82648.624 165297.248 -82648.624 0 0 0 0 0
0 -82648.624 165297.248 -82648.624 0 0 0 00 0 -82648.624 165297.248 -82648.624 0 0 00 0 0 -82648.624 165297.248 -82648.624 0 00 0 0 0 -82648.624 148767.523 -66118.899 00 0 0 0 0 -66118.899 132237.798 -66118.8990 0 0 0 0 0 -66118.899 66118.899
W2= 22893.652159
(K-w2*M)
-136790.109 -82648.624 0 0 0 0 0 0-82648.624 -112087.002 -82648.624 0 0 0 0 0
0 -82648.624 -112087.002 -82648.624 0 0 0 00 0 -82648.624 -112087.002 -82648.624 0 0 00 0 0 -82648.624 -112087.002 -82648.624 0 00 0 0 0 -82648.624 -128616.727 -66118.899 00 0 0 0 0 -66118.899 -92171.334 -66118.8990 0 0 0 0 0 -66118.899 -152409.295
INV((K-w2*M))
-0.017953966 0.0297031563 -0.022329073 0.0005792453 0.0215435077 -0.0297962737 0.031031338 -0.0134621575 10.0297031563 -0.049161109 0.0369564082 -0.0009586975 -0.0356562351 0.0493152254 -0.051359356 0.0222809515 0-0.022329073 0.0369564082 -0.027790733 0.0007209279 0.0268130202 -0.0370844014 0.038621561 -0.0167549827 00.0005792453 -0.000958697 0.0007209279 -1.901568E-05 -0.0007072385 0.0009781634 -0.001018709 0.0004419408 00.0215435077 -0.035656235 0.0268130202 -0.0007072385 -0.0258538725 0.0357578288 -0.037240002 0.0161556282 0-0.029796274 0.0493152254 -0.037084401 0.0009781634 0.0357578288 -0.0494724714 0.05152312 -0.0223519963 00.0310313383 -0.051359356 0.0386215611 -0.0010187086 -0.0372400016 0.0515231204 -0.053674521 0.0232853266 0-0.013462157 0.0222809515 -0.016754983 0.0004419408 0.0161556282 -0.0223519963 0.023285327 -0.0101083084 0
Z Z^2-0.017953966 1 10.0297031563 -1.654406379 2.7370604669-0.022329073 1.2436846776 1.54675157730.0005792453 -0.032262804 0.00104088850.0215435077 -1.199930278 1.4398326718-0.029796274 1.6595928313 2.75424836580.0310313383 -1.728383457 2.987309376-0.013462157 0.7498152359 0.5622228881
FACTOR DE PARTICIPACIONMXZ MXZ^2
12.154740061 12.154740061-20.04513172 33.16279379215.068742179 18.740763759-0.390902837 0.0126116214-14.53860477 17.44531206720.107971859 33.371045949-16.94203397 29.2823312537.157257767 5.3666209213
2.5720385593 149.53621942 0.0172001042
M (T-SEG2/CM)
12.155 0 0 0 0 0 0 00 12.116 0 0 0 0 0 00 0 12.116 0 0 0 0 00 0 0 12.116 0 0 0 00 0 0 0 12.116 0 0 00 0 0 0 0 12.116 0 00 0 0 0 0 0 9.802 00 0 0 0 0 0 0 9.545
K (Ton/cm)
141476.282 -82648.624 0 0 0 0 0 0-82648.624 165297.248 -82648.624 0 0 0 0 0
0 -82648.624 165297.248 -82648.624 0 0 0 00 0 -82648.624 165297.248 -82648.624 0 0 00 0 0 -82648.624 165297.248 -82648.624 0 00 0 0 0 -82648.624 148767.523 -66118.899 00 0 0 0 0 -66118.899 132237.798 -66118.8990 0 0 0 0 0 -66118.899 66118.899
W2= 26018.87315
(K-w2*M)
-174776.358 -82648.624 0 0 0 0 0 0-82648.624 -149952.830 -82648.624 0 0 0 0 0
0 -82648.624 -149952.830 -82648.624 0 0 0 00 0 -82648.624 -149952.830 -82648.624 0 0 00 0 0 -82648.624 -149952.830 -82648.624 0 00 0 0 0 -82648.624 -166482.554 -66118.899 00 0 0 0 0 -66118.899 -122805.509 -66118.8990 0 0 0 0 0 -66118.899 -182240.661
INV((K-w2*M))-0.005638135 0.0119108168 -0.015972155 0.0170681268 -0.0149952561 0.0101383889 -0.006783652 0.0024611829 10.0119108168 -0.025187705 0.033776183 -0.036093826 0.03171034339 -0.021439567 0.0143453322 -0.005204643 0-0.015972155 0.033776183 -0.045309376 0.0484183996 -0.0425381363 0.0287603069 -0.01924368 0.0069818169 00.0170681268 -0.036093826 0.0484183996 -0.051753687 0.04546836312 -0.030741452 0.0205692749 -0.007462757 0-0.014995256 0.0317103434 -0.042538136 0.0454683631 -0.0399570025 0.0270151858 -0.01807601 0.0065581734 00.0101383889 -0.021439567 0.0287603069 -0.030741452 0.02701518576 -0.018273321 0.0122267797 -0.004436009 0-0.006783652 0.0143453322 -0.01924368 0.0205692749 -0.0180760096 0.0122267797 -0.008191125 0.0029718296 00.0024611829 -0.005204643 0.0069818169 -0.007462757 0.00655817344 -0.004436009 0.0029718296 -0.001083699 0
Z Z^2-0.005638135 1 10.0119108168 -2.112545684 4.4628492655-0.015972155 2.8328793317 8.02520530810.0170681268 -3.027264889 9.1643327077-0.014995256 2.6596130267 7.07354145210.0101383889 -1.798181434 3.2334564687-0.006783652 1.2031731037 1.44762551750.0024611829 -0.436524324 0.1905534857
FACTOR DE PARTICIPACIONMXZ MXZ^2
12.154740061 12.154740061-25.59604281 54.07280975534.323755083 97.235056363-36.67897092 111.0369608232.224424501 85.704499184-21.78714019 39.17723097511.793794664 14.18997653-4.166782643 1.8189019781
2.2677777551 415.39017567 0.00545939189 1.00
