kani iii

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PORTICO EJE 2 - 2 0.9214 3.073 B H inercia(m4) inercia(cm4) NUDO 5 NUDO 13 L(m) 2.8 1 2 3 Seccion de viga 0.25 0.55 0.00347 346614.583 K52 4569.38244 U52 -0.215 K1310 446.615 280 Seccion de Col 0.35 0.35 0.00125 125052.083 K54 849.5455474 U54 -0.040 K1314 849.546 0.35 0.35 0.00125 125052.083 K56 622.2883004 U56 -0.029 K1316 290.819 0.25 0.85 0.01279 1279427.083 K58 4569.38244 U58 -0.215 SUMA 1586.979 1.8445 SUMA 10610.59873 4.866 f'c(kg/cm2) 210 E 217370.65 NUDO 14 4 5 6 NUDO 6 K1411 4569.382 NUDO 1 K63 446.6145833 U63 -0.147 K1413 849.546 K12 849.545547386 U12 -0.328 K65 622.2883004 U65 -0.205 K1415 622.288 L(m) 2.8 K14 446.614583333 U14 -0.172 K69 446.6145833 U69 -0.147 K1417 2975.412 280 SUMA 1296.16013072 SUMA 1515.517467 SUMA 9016.628 1.8445 4.87 NUDO 2 NUDO 7 NUDO 15 7 8 9 K21 849.545547386 U21 -0.070 K74 446.6145833 U74 -0.128 K1512 446.61458333 K23 622.288300419 U23 -0.052 K78 849.5455474 U78 -0.244 K1514 622.28830042 2.8 K25 4569.38244048 U25 -0.378 K710 446.6145833 U710 -0.128 K1518 290.81879845 280 SUMA 6041.21628828 SUMA 1742.774714 SUMA 1359.7216822 1.8445 NUDO 3 NUDO 8 4.87 K32 622.288300419 U32 -0.291 K85 4569.38244 U85 -0.215 10 11 12 K36 446.614583333 U36 -0.209 K87 849.5455474 U87 -0.040 SUMA 1068.90288375 K89 622.2883004 U89 -0.029 2.8 K811 4569.38244 U811 -0.215 280 NUDO 4 SUMA 10610.59873 K41 446.614583333 U41 -0.128 1.8445 K45 849.545547386 U45 -0.244 NUDO 9 4.87 K47 446.614583333 U47 -0.128 K96 446.615 U96 -0.1473 13 14 15 SUMA 1742.77471405 K98 622.288 U98 -0.2053 K912 446.615 U912 -0.1473 MOMENTOS DE EMPOTRAMIENTO SUMA 1515.517 4.30 430 M12 -5.541 M1314 -6.751 NUDO 10 M21 4.263 M1413 6.751 K107 446.615 U107 -0.141 M23 -10.327 M1415 -17.350 K1011 849.546 U1011 -0.268 M32 10.327 M1514 17.350 K1013 290.819 U1013 -0.092 16 4.08 17 5.57 18 M45 -9.309 SUMA 1586.979 408 557 M54 9.309 M56 -12.582 NUDO 11 M65 12.582 K118 4569.382 U118 -0.253 M78 -6.751 K1110 849.546 U1110 -0.047 M87 6.751 K1112 622.288 U1112 -0.035 CM CV Wu M89 -17.350 K1114 2975.412 U1114 -0.165 1°, 2° , 3° y 4° PISO 3.476 1.085 6.71 T/m M98 17.350 SUMA 9016.628 5° PISO 2.195 0.542 3.99 T/m M1011 -9.309 M1110 9.309 NUDO 12 M1112 -12.582 K129 446.6145833 U129 -0.164 M1211 12.582 K1211 622.2883004 U1211 -0.229 K1215 290.8187984 U1215 -0.107 SUMA 1359.721682

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Page 1: KANI III

PORTICO EJE 2 - 2

0.92143.073 B H inercia(m4) inercia(cm4) NUDO 5 NUDO 13

L(m) 2.8 1 2 3 Seccion de viga 0.25 0.55 0.00347 346614.583 K52 4569.38244 U52 -0.215 K1310 446.615 U1310 -0.141

280 Seccion de Col 0.35 0.35 0.00125 125052.083 K54 849.5455474 U54 -0.040 K1314 849.546 U1314 -0.268

0.35 0.35 0.00125 125052.083 K56 622.2883004 U56 -0.029 K1316 290.819 U1316 -0.092

0.25 0.85 0.01279 1279427.083 K58 4569.38244 U58 -0.215 SUMA 1586.979

1.8445 SUMA 10610.59873

4.866 f'c(kg/cm2) 210 E 217370.65 NUDO 14

4 5 6 NUDO 6 K1411 4569.382 U1411 -0.253

NUDO 1 K63 446.6145833 U63 -0.147 K1413 849.546 U1413 -0.047

K12 849.545547386 U12 -0.328 K65 622.2883004 U65 -0.205 K1415 622.288 U1415 -0.035

L(m) 2.8 K14 446.614583333 U14 -0.172 K69 446.6145833 U69 -0.147 K1417 2975.412 U1417 -0.165

280 SUMA 1296.16013072 SUMA 1515.517467 SUMA 9016.628

1.84454.87 NUDO 2 NUDO 7 NUDO 15

7 8 9 K21 849.545547386 U21 -0.070 K74 446.6145833 U74 -0.128 K1512 446.6145833 U1512 -0.164

K23 622.288300419 U23 -0.052 K78 849.5455474 U78 -0.244 K1514 622.2883004 U1514 -0.229

2.8 K25 4569.38244048 U25 -0.378 K710 446.6145833 U710 -0.128 K1518 290.8187984 U1518 -0.107

280 SUMA 6041.21628828 SUMA 1742.774714 SUMA 1359.721682

1.8445 NUDO 3 NUDO 8

4.87 K32 622.288300419 U32 -0.291 K85 4569.38244 U85 -0.215

10 11 12 K36 446.614583333 U36 -0.209 K87 849.5455474 U87 -0.040SUMA 1068.90288375 K89 622.2883004 U89 -0.029

2.8 K811 4569.38244 U811 -0.215

280 NUDO 4 SUMA 10610.59873K41 446.614583333 U41 -0.128

1.8445 K45 849.545547386 U45 -0.244 NUDO 9

4.87 K47 446.614583333 U47 -0.128 K96 446.615 U96 -0.1473

13 14 15 SUMA 1742.77471405 K98 622.288 U98 -0.2053

K912 446.615 U912 -0.1473

MOMENTOS DE EMPOTRAMIENTO SUMA 1515.517

4.30430 M12 -5.541 M1314 -6.751 NUDO 10

M21 4.263 M1413 6.751 K107 446.615 U107 -0.141

M23 -10.327 M1415 -17.350 K1011 849.546 U1011 -0.268

M32 10.327 M1514 17.350 K1013 290.819 U1013 -0.092

16 4.08 17 5.57 18 M45 -9.309 SUMA 1586.979

408 557 M54 9.309M56 -12.582 NUDO 11

M65 12.582 K118 4569.382 U118 -0.253

M78 -6.751 K1110 849.546 U1110 -0.047

M87 6.751 K1112 622.288 U1112 -0.035

CM CV Wu M89 -17.350 K1114 2975.412 U1114 -0.165

1°, 2° , 3° y 4° PISO 3.476 1.085 6.71 T/m M98 17.350 SUMA 9016.628

5° PISO 2.195 0.542 3.99 T/m M1011 -9.309M1110 9.309 NUDO 12

M1112 -12.582 K129 446.6145833 U129 -0.164

M1211 12.582 K1211 622.2883004 U1211 -0.229

K1215 290.8187984 U1215 -0.107

SUMA 1359.721682

B7
PERSONAL: Altrura de entrepiso: 2.60m + 0.10m de losa aligerada + 0.10m de piso
B16
PERSONAL: Altrura de entrepiso: 2.60m + 0.10m de losa aligerada + 0.10m de piso
B37
PERSONAL: Altura de entrepiso: 3.00m + 0.10m de losa aligerada + 1.20m de desplante.
Page 2: KANI III

CARGAS DISTRIBUIDAS EN EL 1ER, 2DO Y 3ER NIVEL CON CARGAS ULTIMAS

-5.541 -0.328 -5.541 4.263 -0.070 -6.064 -0.052 -10.327 10.327 -0.291 10.327

-0.172 1.454 0.336 -0.378 0.246 -2.637 -0.209

1 0.765 1.368 0.532 2 1.807 0.390 -2.768 -2.219 30.719 1.301 0.570 2.861 0.418 -2.770 -1.9870.684 1.284 0.529 3.066 0.387 -2.762 -1.9880.675 1.296 0.570 2.843 0.418 -2.770 -1.9820.682 1.283 0.575 3.068 0.421 -2.772 -1.9880.675 1.281 0.576 3.094 0.422 -2.772 -1.9890.673 1.281 0.576 3.098 0.422 -2.772 -1.9890.673 -2.404 6.696 3.099 -12.255 5.205 -1.9892.404 5.559 -5.205

1.845 6.7612.788 1.820 -4.4431.057 -0.640 -1.2271.057 -0.638 -1.2271.055 -0.629 -1.2271.057 -0.583 -1.2291.054 0.033 -1.2271.041 -0.576 -1.2281.032 -0.232 -1.207

1.104 4 -0.168 5 6 -1.513-0.128 -0.215 -0.147

-9.3094 -0.244 -9.309 9.309 -0.040 -3.272 -0.029 -12.582 12.582 -0.205 12.582

-0.128 2.099 -0.031 -0.215 -0.023 -2.108 -0.1471.104 1.963 -0.043 -0.168 -0.032 -1.682 -1.5131.032 1.980 -0.107 -0.232 -0.078 -1.711 -1.2071.041 2.005 -0.117 -0.576 -0.085 -1.710 -1.2281.054 2.010 -0.108 -0.627 -0.079 -1.712 -1.2271.057 2.007 -0.117 -0.583 -0.086 -1.710 -1.2291.055 2.010 -0.119 -0.629 -0.087 -1.709 -1.2271.057 2.011 -0.119 -0.638 -0.087 -1.709 -1.2271.057 -5.406 11.083 -0.640 -14.465 9.076 -1.2272.618 1.563 -4.634

5.720 7.1022.064 5.045 -5.5880.504 2.842 -2.1810.504 2.840 -2.1810.504 2.830 -2.1800.504 2.839 -2.1810.507 2.824 -2.1800.512 2.790 -2.181

0.522 2.688 -2.137

0.697 7 1.954 8 9 -2.291

-0.128 -0.215 -0.147-6.751 -0.244 -6.751 6.751 -0.040 -10.600 -0.029 -17.350 17.350 -0.205 17.350-0.128 1.326 0.363 -0.215 0.266 -3.192 -0.147

0.697 0.994 0.500 1.954 0.366 -2.977 -2.2910.522 0.974 0.519 2.688 0.380 -3.039 -2.1370.512 0.965 0.525 2.790 0.385 -3.038 -2.1810.507 0.959 0.528 2.824 0.387 -3.038 -2.1800.504 0.958 0.526 2.839 0.385 -3.038 -2.1810.504 0.959 0.528 2.830 0.387 -3.038 -2.1800.504 0.958 0.528 2.840 0.387 -3.039 -2.1810.504 -4.306 8.765 2.842 -19.615 11.660 -2.1812.243 5.802 -6.072

3.590 10.3882.975 3.078 -5.6021.24 0.118 -1.711

1.236 0.120 -1.7111.236 0.118 -1.7111.235 0.122 -1.7111.234 0.134 -1.7111.224 -0.124 -1.7191.207 0.483 -1.701

1.310 10 0.198 11 12 -2.071-0.141 -0.253 -0.164-9.309 -0.268 -9.309 9.309 -0.047 -3.272 -0.035 -12.582 12.582 -0.229 12.582-0.092 2.492 0.037 -0.165 0.027 -2.885 -0.107

0.853 2.295 0.090 0.129 0.066 -2.370 -1.3480.786 2.328 0.030 0.315 0.022 -2.395 -1.1080.797 2.347 0.025 0.103 0.018 -2.384 -1.1190.803 2.349 0.023 0.087 0.017 -2.384 -1.1140.804 2.351 0.022 0.080 0.016 -2.384 -1.1140.805 2.351 0.022 0.077 0.016 -2.384 -1.1140.805 2.351 0.022 0.078 0.016 -2.384 -1.1140.805 -4.586 11.704 0.077 -14.933 7.830 -1.1141.610 0.154 -2.228

7.4915.819

3.108 6.829 -5.8480.75 3.338 -2.924

0.749 3.337 -2.9240.749 3.337 -2.9240.749 3.337 -2.9240.750 3.335 -2.9240.753 -29.268 -2.9240.781 3.253 -2.922

0.950 13 2.228 14 15 -2.899-0.141 -0.253 -0.164-6.751 -0.268 -6.751 6.751 -0.047 -10.600 -0.035 -17.350 17.350 -0.229 17.350-0.092 1.807 0.414 -0.165 0.303 -4.040 -0.107

0.619 1.486 0.605 1.451 0.443 -4.072 -1.8880.509 1.432 0.619 2.118 0.453 -4.074 -1.9030.490 1.426 0.620 2.167 0.454 -4.074 -1.9040.488 1.426 0.620 2.171 0.454 -4.074 -1.9040.488 1.425 0.621 2.173 0.455 -4.074 -1.9040.488 1.425 0.620 2.173 0.454 -4.074 -1.9040.488 1.425 0.621 2.173 0.455 -4.074 -1.9040.488 -3.279 9.417 2.173 -20.516 9.656 -1.9040.976 4.347 -3.808

10.9403.778

16 17 18