49
MARCO A-CARGA SÍSMICA FACTORES DE CORRIMIENTO O DESPLAZAMIENTO NIVEL 2 A-E -0.3750000 B-F -0.3750000 C-G -0.3750000 D-H -0.3750000 NIVEL 1 E-I -0.3750000 F-J -0.3750000 G-K -0.3750000 H-L -0.3750000 FUERZA CORTANTE EN EL PISO NIVEL 2 8410.06 NIVEL 1 12164.35 MOMENTOS DE PISO NIVEL 2 11213.41 NIVEL 1 18246.53 RIGIDEZ DE LOS ELEMENTOS K=I/L INERCIAS (I) I VIGA1 0.000893229 I COLUMNA 0.002133333 RIGIDEZ EN VIGAS A-B B-A B-C C-B C-D D-C 0.00021786 0.00021786 0.00021786 0.00021786 0.00021786 0.00021786 E-F F-E F-G G-F G-H H-G 0.00021786 0.00021786 0.00021786 0.00021786 0.00021786 0.00021786 RIGIDEZ EN COLUMNAS A-E 0.0005333 B-F 0.0005333 C-G 0.0005333 D-H 0.0005333 E-A 0.0005333 F-B 0.0005333 G-C 0.0005333 H-D 0.0005333 E-I 0.0004741 F-J 0.0004741 G-K 0.0004741 H-L 0.0004741 I-E 0.0004741 J-F 0.0004741 K-G 0.0004741 L-H 0.0004741 FACTORES DE GIRO O COEFICIENTES DE REPARTO VIGAS A-B B-A B-C C-B C-D D-C -0.14500964 -0.11240889 ### ### ### ### E-F F-E F-G G-F G-H H-G -0.08890330 -0.07548209 ### ### ### ### COLUMNAS A-E -0.3549904 B-F -0.2751822 C-G -0.2751822 D-H -0.3549904 E-A -0.2176394 F-B -0.1847837 G-C -0.1847837 H-D -0.2176394 E-I -0.1934573 F-J -0.1642522 G-K -0.1642522 H-L -0.1934573 I-E 0 J-F 0 K-G 0 L-H 0

Metodo de KANI (Carga Sismica)

Embed Size (px)

Citation preview

Page 1: Metodo de KANI (Carga Sismica)

MARCO A-CARGA SÍSMICA

FACTORES DE CORRIMIENTO O DESPLAZAMIENTONIVEL 2

A-E -0.3750000 B-F -0.3750000 C-G -0.3750000 D-H -0.3750000

NIVEL 1E-I -0.3750000 F-J -0.3750000 G-K -0.3750000 H-L -0.3750000

FUERZA CORTANTE EN EL PISONIVEL 2 8410.06NIVEL 1 12164.35

MOMENTOS DE PISO

NIVEL 2 11213.41NIVEL 1 18246.52

RIGIDEZ DE LOS ELEMENTOS K=I/LINERCIAS (I)

I VIGA1 0.000893229I COLUMNA 0.002133333

RIGIDEZ EN VIGAS

A-B B-A B-C C-B C-D D-C0.00021786 0.00021786 0.00021786 0.00021786 0.00021786 0.00021786

E-F F-E F-G G-F G-H H-G0.00021786 0.00021786 0.00021786 0.00021786 0.00021786 0.00021786

RIGIDEZ EN COLUMNAS

A-E 0.0005333 B-F 0.0005333 C-G 0.0005333 D-H 0.0005333E-A 0.0005333 F-B 0.0005333 G-C 0.0005333 H-D 0.0005333

E-I 0.0004741 F-J 0.0004741 G-K 0.0004741 H-L 0.0004741I-E 0.0004741 J-F 0.0004741 K-G 0.0004741 L-H 0.0004741

FACTORES DE GIRO O COEFICIENTES DE REPARTO

VIGAS

A-B B-A B-C C-B C-D D-C-0.14500964 -0.11240889 -0.11240889 -0.11240889 -0.11240889 -0.14500964

E-F F-E F-G G-F G-H H-G-0.08890330 -0.07548209 -0.07548209 -0.07548209 -0.07548209 -0.08890330

COLUMNAS

A-E -0.3549904 B-F -0.2751822 C-G -0.2751822 D-H -0.3549904E-A -0.2176394 F-B -0.1847837 G-C -0.1847837 H-D -0.2176394

E-I -0.1934573 F-J -0.1642522 G-K -0.1642522 H-L -0.1934573I-E 0 J-F 0 K-G 0 L-H 0

Page 2: Metodo de KANI (Carga Sismica)

-0.1

574 0

0-0.3426 E-F 1043.16

E-I E -0.3750 268.340583.918 E-I 352.165766.325 -1704.51563 381.011829.096 -2408.9335 390.408849.543 -2644.5021 393.489856.249 -2723.0265 394.510858.470 -2749.2471 394.849859.207 -2757.9723 394.961859.452 -2760.8711 394.999859.533 -2761.8338 395.011859.560 -2762.1535 395.015859.569 -2762.2597 395.017859.572 -2762.2950

-2762.3067

0.000

-1902.73 I-E I0.00000

0

Page 3: Metodo de KANI (Carga Sismica)

0

-0.11973 -0.1

1973

0

901.28 F-E -0.26054171.954 -0.3750 F F-J224.288 F-J -1660.6649 374.180243.124 -1704.51563 488.061249.772 -2408.9335 529.048252.013 -2644.5021 543.514252.759 -2723.0265 548.391253.007 -2749.2471 550.014253.089 -2757.9723 550.554253.117 -2760.8711 550.733253.126 -2761.8338 550.792253.129 -2762.1535 550.812253.130 -2762.2597 550.819

-2762.2950 550.821-2762.3067

J -2211.4860.00000

0

Page 4: Metodo de KANI (Carga Sismica)

0 0

-0.11973F-G 759.389 759.390 G-F171.954 183.495 -0.3750224.288 232.899 G-K243.124 246.502 -1704.51563249.772 250.924 -2408.9335252.013 252.399 -2644.5021252.759 252.888 -2723.0265253.007 253.050 -2749.2471253.089 253.104 -2757.9723253.117 253.121 -2760.8711253.126 253.127 -2761.8338253.129 253.129 -2762.1535253.130 253.130 -2762.2597

-2762.2950-2762.3067

0.000J-F

Page 5: Metodo de KANI (Carga Sismica)

-0.1

1973 0

0-0.26054 G-H 901.2763 1043.1627

G G-K 183.495-1660.6642 399.292 232.899

506.798 246.502536.399 250.924546.022 252.399549.230 252.888550.294 253.050550.647 253.104550.764 253.121550.803 253.127550.816 253.129550.820 253.130550.821

0.000K -2211.485 K-G

0.000000

Page 6: Metodo de KANI (Carga Sismica)

0

-0.15743

0H-G -0.34257

239.452 -0.3750 H H-L342.570 H-L 521.058377.514 -1704.51563 745.447389.180 -2408.9335 821.486393.076 -2644.5021 846.871394.372 -2723.0265 855.349394.803 -2749.2471 858.170394.946 -2757.9723 859.108394.994 -2760.8711 859.419395.009 -2761.8338 859.522395.015 -2762.1535 859.557395.016 -2762.2597 859.568

-2762.2950 859.572-2762.3067

0.000L L-H

0.000000

Page 7: Metodo de KANI (Carga Sismica)

-0.1

574 0

0-0.3426 E-F 1126.25

E-I E -0.3750 289.712630.425 E-I 380.214827.360 -1840.275 411.357895.131 -2600.7975 421.503917.207 -2855.1285 424.829924.446 -2939.9071 425.931926.844 -2968.2161 426.297927.640 -2977.6363 426.419927.905 -2980.7659 426.459927.993 -2981.8053 426.472928.022 -2982.1505 426.477928.031 -2982.2651 426.478928.035 -2982.3032

-2982.3158

0.000

-2054.28 I-E I0.00000

0

Page 8: Metodo de KANI (Carga Sismica)

0

-0.11973 -0.1

1973

0

973.06 F-E -0.26054185.650 -0.3750 F F-J242.152 F-J -1792.9317 403.982262.488 -1840.275 526.933269.666 -2600.7975 571.185272.085 -2855.1285 586.803272.890 -2939.9071 592.068273.158 -2968.2161 593.821273.247 -2977.6363 594.403273.277 -2980.7659 594.597273.286 -2981.8053 594.661273.290 -2982.1505 594.683273.291 -2982.2651 594.690

-2982.3032 594.692-2982.3158

J -2387.6240.00000

0

Page 9: Metodo de KANI (Carga Sismica)

0 0

-0.11973F-G 819.873 819.873 G-F185.650 198.109 -0.3750242.152 251.449 G-K262.488 266.135 -1840.275269.666 270.910 -2600.7975272.085 272.501 -2855.1285272.890 273.029 -2939.9071273.158 273.204 -2968.2161273.247 273.262 -2977.6363273.277 273.282 -2980.7659273.286 273.288 -2981.8053273.290 273.290 -2982.1505273.291 273.291 -2982.2651

-2982.3032-2982.3158

0.000J-F

Page 10: Metodo de KANI (Carga Sismica)

-0.1

1973 0

0-0.26054 G-H 973.0601 1126.2474

G G-K 198.109-1792.9309 431.094 251.449

547.163 266.135579.122 270.910589.511 272.501592.974 273.029594.123 273.204594.504 273.262594.630 273.282594.672 273.288594.686 273.290594.691 273.291594.692

0.000K -2387.623 K-G

0.000000

Page 11: Metodo de KANI (Carga Sismica)

0

-0.15743

0H-G -0.34257

258.524 -0.3750 H H-L369.855 H-L 562.559407.582 -1840.275 804.820420.177 -2600.7975 886.915424.383 -2855.1285 914.322425.783 -2939.9071 923.475426.248 -2968.2161 926.521426.402 -2977.6363 927.533426.454 -2980.7659 927.869426.471 -2981.8053 927.981426.476 -2982.1505 928.018426.478 -2982.2651 928.030

-2982.3032 928.034-2982.3158

0.000L L-H

0.000000

Page 12: Metodo de KANI (Carga Sismica)

-0.1

450 0

0-0.3550 A-B 3702.69

A-E A -0.3750 609.7701492.745 A-E 940.6312302.708 5040.073 -4205.03 1114.0652727.284 5039.806 -8788.9305 1212.1902967.498 5039.350 -11491.2031 1268.9373106.418 5038.574 -13081.8906 1302.0473187.473 5037.253 -14016.7720 1321.4423234.951 5035.005 -14566.0540 1332.8213262.809 5031.177 -14888.7498 1339.5033279.165 5024.662 -15078.3231 1343.4273288.771 5013.572 -15189.6900 1345.7323294.414 4994.695 -15255.1135 1347.0863297.729 4962.564 -15293.5470 1347.8813299.676 4907.879 -15316.1252 1348.3493300.820 4814.832 -15329.3889 1348.6233301.492 4656.599 -15337.1807 1348.7843301.887 4387.848 -15341.7581 1348.8793302.119 3932.649 -15344.4472 1348.9353302.255 3166.279 -15346.0269

1898.115 -15346.9549

-1964.55 E-A-0.21764

-0.0

8890 0.00

0-0.19346 E-F 5773.827

-3809.27 E-I E -0.3750 775.3591687.213 E-I 1293.3902814.470 -6706.6875 1606.4443495.688 -9158.22963 1792.3873900.309 -10632.8233 1902.1694139.199 -11509.5508 1966.8064279.851 -12028.206 2004.8144362.559 -12333.911 2027.1534411.168 -12513.775 2040.2784439.729 -12619.5111 2047.9894456.509 -12681.6461 2052.5194466.367 -12718.1529 2055.180

Page 13: Metodo de KANI (Carga Sismica)

4472.158 -12739.6004 2056.7444475.560 -12752.2002 2057.6624477.558 -12759.6022 2058.2024478.732 -12763.9506 2058.5194479.422 -12766.5051 2058.7054479.827 -12768.0057 2058.8144480.065 -12768.8873

I -12769.4052

0 00 I-E -8289.340

Page 14: Metodo de KANI (Carga Sismica)

0

-0.11241 -0.1

1241

0

3358.58 B-A -0.27518404.139 -0.3750 B B-F642.225 B-F -6372.8057 989.352789.866 -4205.03 1572.197878.214 -8788.9305 1933.629930.415 -11491.2031 2149.908961.131 -13081.8906 2277.698979.184 -14016.7720 2352.894989.791 -14566.0540 2397.089996.022 -14888.7498 2423.055999.683 -15078.3231 2438.309

1001.833 -15189.6900 2447.2691003.096 -15255.1135 2452.5341003.838 -15293.5470 2455.6261004.274 -15316.1252 2457.4431004.530 -15329.3889 2458.5101004.681 -15337.1807 2459.1371004.769 -15341.7581 2459.5051004.821 -15344.4472 2459.722

-15346.0269 2459.849-15346.9549

0.00

-0.07548

-0.18478

-0.0

7548

05371.212 F-E -0.16425

697.598 -0.3750 F F-J1096.173 F-J -5561.491 1518.0021327.180 -6706.6875 2385.3181462.855 -9158.22963 2887.9991542.627 -10632.8233 3183.2321589.515 -11509.5508 3356.8201617.068 -12028.206 3458.8511633.257 -12333.911 3518.8081642.768 -12513.775 3554.0351648.355 -12619.5111 3574.7311651.637 -12681.6461 3586.8891653.566 -12718.1529 3594.032

Page 15: Metodo de KANI (Carga Sismica)

1654.698 -12739.6004 3598.2281655.364 -12752.2002 3600.6931655.755 -12759.6022 3602.1411655.985 -12763.9506 3602.9911656.119 -12766.5051 3603.4911656.199 -12768.0057 3603.785

-12768.8873 3603.957

-12769.4052 J

0 00 J-F

Page 16: Metodo de KANI (Carga Sismica)

0 0

-0.11241B-C 3014.470 3014.477 C-B404.139 427.254 -0.3750642.225 666.931 C-G789.866 4054.452 808.030 -4205.03878.214 4054.258 889.643 -8788.9305930.415 4053.927 937.270 -11491.2031961.131 4053.365 965.184 -13081.8906979.184 4052.408 981.570 -14016.7720989.791 4050.779 991.193 -14566.0540996.022 4048.006 996.846 -14888.7498999.683 4043.285 1000.166 -15078.3231

1001.833 4035.250 1002.117 -15189.69001003.096 4021.572 1003.263 -15255.11351003.838 3998.289 1003.936 -15293.54701004.274 3958.659 1004.332 -15316.12521004.530 3891.208 1004.564 -15329.38891004.681 3776.423 1004.701 -15337.18071004.769 3581.137 1004.781 -15341.75811004.821 3248.999 1004.828 -15344.4472

2683.483 -15346.02691707.752 -15346.9549

-4778.203 F-B0.00 0.00

-0.07548F-G 4968.591 4968.587 G-F697.598 680.465 -0.3750

1096.173 1077.311 G-K1327.180 1314.288 -6706.68751462.855 1454.933 -9158.229631542.627 1537.899 -10632.82331589.515 1586.722 -11509.55081617.068 1615.424 -12028.2061633.257 1632.290 -12333.9111642.768 1642.199 -12513.7751648.355 1648.021 -12619.51111651.637 1651.441 -12681.64611653.566 1653.450 -12718.1529

Page 17: Metodo de KANI (Carga Sismica)

1654.698 1654.631 -12739.60041655.364 1655.324 -12752.20021655.755 1655.732 -12759.60221655.985 1655.971 -12763.95061656.119 1656.111 -12766.50511656.199 1656.194 -12768.0057

-12768.8873-12769.4052

-9165.448

Page 18: Metodo de KANI (Carga Sismica)

-0.1

1241 0

0-0.27518 C-D 3358.5753 3702.6670

C C-G 427.254-6372.7837 1045.938 666.931

1632.679 808.030 4054.4401978.095 889.643 4054.2382177.889 937.270 4053.8942294.480 965.184 4053.3082362.815 981.570 4052.3112402.928 991.193 4050.6132426.486 996.846 4047.7242440.325 1000.166 4042.8052448.454 1002.117 4034.4332453.229 1003.263 4020.1812456.035 1003.936 3995.9222457.683 1004.332 3954.6332458.651 1004.564 3884.3692459.220 1004.701 3764.8502459.554 1004.781 3561.7432459.750 1004.828 3217.4392459.866 2637.308

1665.810-4778.209 G-C

-0.18478

-0.0

7548 0.00

0-0.16425 G-H 5371.213 5773.845

G G-K 680.465-5561.512 1480.720 1077.311

2344.274 1314.2882859.946 1454.9333165.994 1537.8993346.533 1586.7223452.773 1615.4243515.229 1632.2903551.931 1642.1993573.494 1648.0213586.162 1651.4413593.605 1653.450

Page 19: Metodo de KANI (Carga Sismica)

3597.977 1654.6313600.545 1655.3243602.054 1655.7323602.940 1655.9713603.461 1656.1113603.767 1656.1943603.947

K

0 00 K-G -9165.458

-10438.30514

Page 20: Metodo de KANI (Carga Sismica)

0

-0.14501

0D-C -0.35499

547.814 -0.3750 D D-H875.720 D-H 1341.074

1071.887 -4205.03 2143.8051186.577 -8788.9305 2624.0311253.706 -11491.2031 2904.7951293.061 -13081.8906 3069.1311316.155 -14016.7720 3165.4741329.714 -14566.0540 3222.0081337.677 -14888.7498 3255.2011342.354 -15078.3231 3274.6951345.102 -15189.6900 3286.1451346.716 -15255.1135 3292.8721347.664 -15293.5470 3296.8231348.221 -15316.1252 3299.1441348.548 -15329.3889 3300.5081348.740 -15337.1807 3301.3091348.853 -15341.7581 3301.7791348.920 -15344.4472 3302.056

-15346.0269 3302.218-15346.9549

0.00

-0.08890

-0.217640

H-G -0.19346850.862 -0.3750 H H-L

1344.475 H-L 1851.5111637.837 -6706.6875 2925.6331811.170 -9158.22963 3564.0021913.280 -10632.8233 3941.1811973.350 -11509.5508 4163.3772008.663 -12028.206 4294.0922029.414 -12333.911 4370.9342041.607 -12513.775 4416.0902048.770 -12619.5111 4442.6212052.978 -12681.6461 4458.2082055.450 -12718.1529 4467.365

Page 21: Metodo de KANI (Carga Sismica)

2056.902 -12739.6004 4472.7442057.755 -12752.2002 4475.9042058.256 -12759.6022 4477.7612058.551 -12763.9506 4478.8512058.724 -12766.5051 4479.4922058.825 -12768.0057 4479.868

-12768.8873 4480.089

-12769.4052 L

0 00 L-H

Page 22: Metodo de KANI (Carga Sismica)

-0.2

824 0

0-0.2176 A-B 4535.20

A-C A -0.7500 1142.591880.219 A-C 1359.069

1046.987 3188.344 -4045.62 1377.2301060.978 3188.341 -7114.2913 1373.6251058.200 3188.335 -8580.6488 1370.3021055.640 3188.320 -9264.5918 1368.4191054.189 3188.288 -9574.3788 1367.4521053.444 3188.216 -9714.2147 1366.9821053.082 3188.057 -9777.3024 1366.7611052.912 3187.703 -9805.7495 1366.6591052.834 3186.917 -9818.5705 1366.6131052.798 3185.174 -9824.3471 1366.5921052.782 3181.307 -9826.9494 1366.5831052.775 3172.732 -9828.1216 1366.5781052.772 3153.738 -9828.6496 1366.5771052.770 3111.745 -9828.8875 1366.5761052.769 3019.262 -9828.9946 1366.5751052.769 2817.698 -9829.0429 1366.5751052.769 2388.749 -9829.0646

1482.286 -9829.0744

-2399.62 C-A-0.21764

-0.0

8890 0.00

0-0.19346 C-D 3147.438

-747.82 C-G C -0.3750 605.4981317.588 C-G 975.7782123.333 -4073.67 1150.9992504.621 -5418.77162 1233.3352683.789 -5955.53866 1271.1132765.995 -6202.55362 1288.2672803.323 -6318.66569 1296.0262820.206 -6371.94082 1299.5292827.828 -6396.10409 1301.1082831.266 -6407.02219 1301.8212832.815 -6411.94891 1302.1412833.514 -6414.17047 1302.286

Page 23: Metodo de KANI (Carga Sismica)

2833.828 -6415.17175 1302.3512833.970 -6415.6229 1302.3802834.034 -6415.82614 1302.3942834.062 -6415.9177 1302.4002834.075 -6415.95894 1302.4022834.081 -6415.97751 1302.4032834.084 -6415.98588

G -6415.98965

0 00 G-C -3581.906

Page 24: Metodo de KANI (Carga Sismica)

0.00

-0.11115 -0.1

4700

02387.667 D-C -0.24186

428.329 -0.3750 D D-H510.358 D-H -4054.412 932.061528.574 -4073.67 1110.559536.173 -5418.77162 1150.199539.698 -5955.53866 1166.734541.309 -6202.55362 1174.406542.036 -6318.66569 1177.910542.363 -6371.94082 1179.492542.511 -6396.10409 1180.205542.577 -6407.02219 1180.526542.607 -6411.94891 1180.670542.621 -6414.17047 1180.736

Page 25: Metodo de KANI (Carga Sismica)

542.627 -6415.17175 1180.765542.629 -6415.6229 1180.778542.631 -6415.82614 1180.784542.631 -6415.9177 1180.787542.631 -6415.95894 1180.788542.632 -6415.97751 1180.789

-6415.98588 1180.789

-6415.98965 H

0 00 H-D

Page 26: Metodo de KANI (Carga Sismica)

0.00 0.00

-0.09152D-E 1666.747 1180.472 E-D566.499 219.894 -0.3750674.989 221.462 E-I699.082 224.051 -4073.67709.132 227.477 -5418.77162713.795 229.532 -5955.53866715.924 230.542 -6202.55362716.886 231.009 -6318.66569717.319 231.222 -6371.94082717.514 231.319 -6396.10409717.602 231.363 -6407.02219717.642 231.383 -6411.94891717.659 231.392 -6414.17047

Page 27: Metodo de KANI (Carga Sismica)

717.668 231.396 -6415.17175717.671 231.397 -6415.6229717.673 231.398 -6415.82614717.674 231.399 -6415.9177717.674 231.399 -6415.95894717.674 231.399 -6415.97751

-6415.98588-6415.98965

-5235.201

Page 28: Metodo de KANI (Carga Sismica)

4970.6679

-0.2

5791 0.00

0-0.15057 E-F 4474.077 6991.783

E E-I 619.700-5654.549 361.791 624.121

364.372 631.417368.631 641.071374.267 646.864377.650 649.708379.310 651.026380.079 651.627380.430 651.899380.589 652.023380.661 652.078380.694 652.104

Page 29: Metodo de KANI (Carga Sismica)

380.708 652.115380.715 652.120380.718 652.122380.719 652.123380.720 652.124380.720 652.124380.720

I

0 00 I-E -6035.269

-10438.30514

Page 30: Metodo de KANI (Carga Sismica)

0

-0.28243

0B-A -0.21757

819.893 -0.7500 B B-F1315.484 B-F 631.6211583.245 -4045.62 1013.4101703.231 -7114.2913 1219.6851757.253 -8580.6488 1312.1191781.771 -9264.5918 1353.7361792.890 -9574.3788 1372.6241797.918 -9714.2147 1381.1891800.186 -9777.3024 1385.0631801.209 -9805.7495 1386.8101801.670 -9818.5705 1387.5981801.878 -9824.3471 1387.9531801.971 -9826.9494 1388.1131802.013 -9828.1216 1388.1851802.032 -9828.6496 1388.2181802.041 -9828.8875 1388.2321802.045 -9828.9946 1388.2391802.046 -9829.0429 1388.242

-9829.0646 1388.243-9829.0744

0.00

-0.22315

-0.146570

F-E -0.130281670.900 -0.3750 F F-J2432.364 F-J 975.4982832.351 -4073.67 1420.0533017.842 -5418.77162 1653.5723101.442 -5955.53866 1761.8653139.028 -6202.55362 1810.6713155.952 -6318.66569 1832.6153163.578 -6371.94082 1842.4953167.015 -6396.10409 1846.9483168.563 -6407.02219 1848.9543169.260 -6411.94891 1849.8583169.574 -6414.17047 1850.265

Page 31: Metodo de KANI (Carga Sismica)

3169.716 -6415.17175 1850.4483169.779 -6415.6229 1850.5313169.808 -6415.82614 1850.5683169.821 -6415.9177 1850.5853169.827 -6415.95894 1850.5923169.830 -6415.97751 1850.596

-6415.98588 1850.597

-6415.98965 J

0 00 J-F

Page 32: Metodo de KANI (Carga Sismica)

-0.2

824 0

0-0.2176 A-B 4225.80

A-C A -0.7500 1064.642820.168 A-C 1266.351975.559 2970.829 -3769.62 1283.273988.596 2970.826 -6628.9404 1279.913986.007 2970.820 -7995.2601 1276.818983.623 2970.807 -8632.5431 1275.063982.271 2970.777 -8921.1959 1274.162981.576 2970.710 -9051.4919 1273.724981.239 2970.561 -9110.2755 1273.518981.080 2970.231 -9136.7819 1273.423981.008 2969.499 -9148.7283 1273.380980.974 2967.875 -9154.1108 1273.361980.959 2964.271 -9156.5356 1273.352980.953 2956.281 -9157.6278 1273.348980.949 2938.584 -9158.1198 1273.346980.948 2899.455 -9158.3414 1273.345980.947 2813.282 -9158.4413 1273.345980.947 2625.469 -9158.4862 1273.345980.947 2225.784 -9158.5065

1381.162 -9158.5156

-2235.91 C-A-0.21764

-0.0

8890 0.00

0-0.19346 C-D 2932.714

-696.80 C-G C -0.3750 564.1891227.699 C-G 909.2081978.475 -3795.75563 1072.4752333.751 -5049.09164 1149.1952500.695 -5549.23934 1184.3952577.293 -5779.40245 1200.3792612.075 -5887.59312 1207.6082627.806 -5937.23371 1210.8722634.908 -5959.74852 1212.3442638.111 -5969.92176 1213.0082639.555 -5974.51238 1213.3072640.206 -5976.58238 1213.441

Page 33: Metodo de KANI (Carga Sismica)

2640.499 -5977.51534 1213.5022640.631 -5977.93572 1213.5292640.690 -5978.12509 1213.5422640.717 -5978.2104 1213.5472640.729 -5978.24883 1213.5502640.735 -5978.26614 1213.5512640.737 -5978.27393

G -5978.27744

0 00 G-C -3337.540

Page 34: Metodo de KANI (Carga Sismica)

0.00

-0.11115 -0.1

4700

02224.775 D-C -0.24186

399.107 -0.3750 D D-H475.540 D-H -3777.812 868.473492.514 -3795.75563 1034.795499.594 -5049.09164 1071.730502.879 -5549.23934 1087.137504.379 -5779.40245 1094.286505.057 -5887.59312 1097.551505.362 -5937.23371 1099.025505.499 -5959.74852 1099.689505.561 -5969.92176 1099.988505.589 -5974.51238 1100.123505.602 -5976.58238 1100.183

Page 35: Metodo de KANI (Carga Sismica)

505.608 -5977.51534 1100.211505.610 -5977.93572 1100.223505.611 -5978.12509 1100.229505.612 -5978.2104 1100.231505.612 -5978.24883 1100.232505.612 -5978.26614 1100.233

-5978.27393 1100.233

-5978.27744 H

0 00 H-D

Page 36: Metodo de KANI (Carga Sismica)

0.00 0.00

-0.09152D-E 1553.038 1099.937 E-D527.851 204.892 -0.3750628.940 206.354 E-I651.389 208.766 -3795.75563660.753 211.958 -5049.09164665.098 213.873 -5549.23934667.082 214.813 -5779.40245667.978 215.249 -5887.59312668.382 215.448 -5937.23371668.564 215.538 -5959.74852668.646 215.579 -5969.92176668.683 215.597 -5974.51238668.699 215.606 -5976.58238

Page 37: Metodo de KANI (Carga Sismica)

668.707 215.609 -5977.51534668.710 215.611 -5977.93572668.712 215.612 -5978.12509668.712 215.612 -5978.2104668.713 215.612 -5978.24883668.713 215.612 -5978.26614

-5978.27393-5978.27744

-4878.045

Page 38: Metodo de KANI (Carga Sismica)

4631.5593

-0.2

5791 0.00

0-0.15057 E-F 4168.847 6514.789

E E-I 577.423-5268.784 337.109 581.542

339.513 588.340343.482 597.335348.734 602.734351.885 605.383353.433 606.611354.149 607.171354.476 607.425354.625 607.540354.692 607.592354.722 607.616

Page 39: Metodo de KANI (Carga Sismica)

354.736 607.626354.742 607.631354.745 607.633354.746 607.634354.746 607.634354.747 607.635354.747

I

0 00 I-E -5623.531

-10438.30514

Page 40: Metodo de KANI (Carga Sismica)

0

-0.28243

0B-A -0.21757

763.958 -0.7500 B B-F1225.739 B-F 588.5311475.233 -3769.62 944.2731587.033 -6628.9404 1136.4751637.370 -7995.2601 1222.6031660.215 -8632.5431 1261.3811670.576 -8921.1959 1278.9811675.260 -9051.4919 1286.9621677.374 -9110.2755 1290.5711678.327 -9136.7819 1292.1991678.757 -9148.7283 1292.9341678.950 -9154.1108 1293.2641679.037 -9156.5356 1293.4131679.076 -9157.6278 1293.4801679.094 -9158.1198 1293.5111679.102 -9158.3414 1293.5241679.106 -9158.4413 1293.5301679.107 -9158.4862 1293.533

-9158.5065 1293.534-9158.5156

0.00

-0.22315

-0.146570

F-E -0.130281556.908 -0.3750 F F-J2266.423 F-J 908.9482639.122 -3795.75563 1323.1742811.959 -5049.09164 1540.7622889.855 -5549.23934 1641.6672924.877 -5779.40245 1687.1442940.647 -5887.59312 1707.5902947.753 -5937.23371 1716.7972950.954 -5959.74852 1720.9452952.397 -5969.92176 1722.8142953.047 -5974.51238 1723.6572953.339 -5976.58238 1724.036

Page 41: Metodo de KANI (Carga Sismica)

2953.471 -5977.51534 1724.2072953.531 -5977.93572 1724.2842953.557 -5978.12509 1724.3182953.570 -5978.2104 1724.3342953.575 -5978.24883 1724.3412953.577 -5978.26614 1724.344

-5978.27393 1724.346

-5978.27744 J

0 00 J-F