Npisos P H PH F Px10 120664.49 30.00 3619.93 18.51 6.1729 145339.12 27.00 3924.16 20.07 6.6908 145339.12 24.00 3488.14 17.84 5.9477 145339.12 21.00 3052.12 15.61 5.2046 145339.12 18.00 2616.10 13.38 4.4605 145339.12 15.00 2180.09 11.15 3.7174 145339.12 12.00 1744.07 8.92 2.9733 145339.12 9.00 1308.05 6.69 2.2302 145339.12 6.00 872.03 4.46 1.4871 145339.12 3.00 436.02 2.23 0.743

1428716.57 23240.72

Py6.1726.6905.9475.2044.4603.7172.9732.2301.4870.743

viga 30x60Columna H(m) kc k' a D=a*kc k COL.40X40

EJE AP1 350 609.52 1.11 0.52 315.30 6.71 col. 50X50P2 300 711.11 1.90 0.62 437.50 12.68P3 300 711.11 1.90 0.62 437.50 12.68P4 300 711.11 1.90 0.62 437.50 12.68 Krel.viga(A-B)P5 300 711.11 1.90 0.62 437.50 12.68 Krel.viga(B-C)P6 300 711.11 1.90 0.62 437.50 12.68 Krel.viga(C-D)P7 300 711.11 1.90 0.62 437.50 12.68P8 300 711.11 1.90 0.62 437.50 12.68P9 300 711.11 1.90 0.62 437.50 12.68

P10 300 711.11 1.90 0.62 437.50 12.68P11 300 711.11 1.90 0.62 437.50 12.68P12 300 711.11 1.90 0.62 437.50 12.68EJE BP1 350 1488.10 1.06 0.51 758.26 16.15P2 300 1736.11 1.81 0.48 825.82 23.93P3 300 1736.11 1.81 0.48 825.82 23.93P4 300 1736.11 1.81 0.48 825.82 23.93P5 300 1736.11 1.81 0.48 825.82 23.93P6 300 1736.11 1.81 0.48 825.82 23.93P7 300 1736.11 1.81 0.48 825.82 23.93P8 300 1736.11 1.81 0.48 825.82 23.93P9 300 1736.11 1.81 0.48 825.82 23.93

P10 300 1736.11 1.81 0.48 825.82 23.93P11 300 1736.11 1.81 0.48 825.82 23.93P12 300 1736.11 1.81 0.48 825.82 23.93

EJE CP1 350 1488.10 1.06 0.51 758.26 16.15P2 300 1736.11 1.81 0.48 825.82 23.93P3 300 1736.11 1.81 0.48 825.82 23.93P4 300 1736.11 1.81 0.48 825.82 23.93P5 300 1736.11 1.81 0.48 825.82 23.93P6 300 1736.11 1.81 0.48 825.82 23.93P7 300 1736.11 1.81 0.48 825.82 23.93P8 300 1736.11 1.81 0.48 825.82 23.93P9 300 1736.11 1.81 0.48 825.82 23.93

P10 300 1736.11 1.81 0.48 825.82 23.93P11 300 1736.11 1.81 0.48 825.82 23.93P12 300 1736.11 1.81 0.48 825.82 23.93

EJE DP1 350 609.52 1.11 0.52 315.30 6.71P2 300 711.11 1.90 0.62 437.50 12.68P3 300 711.11 1.90 0.62 437.50 12.68P4 300 711.11 1.90 0.62 437.50 12.68P5 300 711.11 1.90 0.62 437.50 12.68P6 300 711.11 1.90 0.62 437.50 12.68P7 300 711.11 1.90 0.62 437.50 12.68P8 300 711.11 1.90 0.62 437.50 12.68P9 300 711.11 1.90 0.62 437.50 12.68

P10 300 711.11 1.90 0.62 437.50 12.68P11 300 711.11 1.90 0.62 437.50 12.68

Columna H(m) kc k' a D=a*kc k COL.40X40P12 300 711.11 1.90 0.62 437.50 12.68

RESUMEN DE LA RIGIDES LATERAL DEL PORTICO (EJE X)

Rigidez (ton/cm) PESOWi kg ton

K1 45.72 W1 393700.00 393.70 0.62 1.16K2 73.23 W2 386578.00 386.58 1.00 1.14K3 73.23 W3 386578.00 386.58 1.00 1.14K4 73.23 W4 386578.00 386.58 1.00 1.14K5 73.23 W5 386578.00 386.58 1.00 1.14K6 73.23 W6 386578.00 386.58 1.00 1.14K7 73.23 W7 386578.00 386.58 1.00 1.14K8 73.23 W8 386578.00 386.58 1.00 1.14K9 73.23 W9 386578.00 386.58 1.00 1.14

K10 73.23 W10 386578.00 386.58 1.00 1.14K11 73.23 W11 386578.00 386.58 1.00 1.14K12 73.23 W12 338499.00 338.50 1.00 1.00

"K" Rigidez Normalizado

"W" Peso Normalizado

I= 540000.00 cm4

I= 213333.33 cm4

I= 520833.33 cm4

I= 675.00I= 900.00I= 675.00

Columna H(m) kc k' a D k1:P0 300 225.00 1.55 0.58 130.05 4.02 viga 20x401:P1 300 225.00 3.11 0.61 136.92 4.23 col. 25x251:P2 300 225.00 3.11 0.61 136.92 4.23 col. 30X301:P3 300 225.00 3.11 0.61 136.92 4.23 COL.40X401:P4 300 225.00 3.11 0.61 136.92 4.231:P5 300 225.00 3.11 0.61 136.92 4.23 Krel.viga(1-2)1:P6 300 225.00 3.11 0.61 136.92 4.23 Krel.viga(2-3)1:P7 300 225.00 3.11 0.61 136.92 4.23 Krel.viga(3-4)1:P8 300 225.00 3.11 0.61 136.92 4.23 Krel.viga(4-5)1:P9 300 225.00 3.11 0.61 136.92 4.232:P0 300 711.11 1.02 0.50 357.69 11.062:P1 300 711.11 2.04 0.50 358.75 11.092:P2 300 711.11 2.04 0.50 358.75 11.092:P3 300 711.11 2.04 0.50 358.75 11.092:P4 300 711.11 2.04 0.50 358.75 11.092:P5 300 711.11 2.04 0.50 358.75 11.092:P6 300 711.11 2.04 0.50 358.75 11.092:P7 300 711.11 2.04 0.50 358.75 11.092:P8 300 711.11 2.04 0.50 358.75 11.092:P9 300 711.11 2.04 0.50 358.75 11.093:P0 300 711.11 0.96 0.49 350.88 10.853:P1 300 711.11 1.92 0.49 348.50 10.773:P2 300 711.11 1.92 0.49 348.50 10.773:P3 300 711.11 1.92 0.49 348.50 10.773:P4 300 711.11 1.92 0.49 348.50 10.773:P5 300 711.11 1.92 0.49 348.50 10.773:P6 300 711.11 1.92 0.49 348.50 10.773:P7 300 711.11 1.92 0.49 348.50 10.773:P8 300 711.11 1.92 0.49 348.50 10.773:P9 300 711.11 1.92 0.49 348.50 10.774:P0 300 711.11 0.81 0.47 332.13 10.274:P1 300 711.11 1.63 0.45 319.21 9.874:P2 300 711.11 1.63 0.45 319.21 9.874:P3 300 711.11 1.63 0.45 319.21 9.874:P4 300 711.11 1.63 0.45 319.21 9.874:P5 300 711.11 1.63 0.45 319.21 9.874:P6 300 711.11 1.63 0.45 319.21 9.874:P7 300 711.11 1.63 0.45 319.21 9.874:P8 300 711.11 1.63 0.45 319.21 9.874:P9 300 711.11 1.63 0.45 319.21 9.875:P0 300 225.00 1.20 0.38 84.38 2.615:P1 300 225.00 2.40 0.55 122.74 3.795:P2 300 225.00 2.40 0.55 122.74 3.795:P3 300 225.00 2.40 0.55 122.74 3.795:P4 300 225.00 2.40 0.55 122.74 3.795:P5 300 225.00 2.40 0.55 122.74 3.795:P6 300 225.00 2.40 0.55 122.74 3.795:P7 300 225.00 2.40 0.55 122.74 3.79

5:P8 300 225.00 2.40 0.55 122.74 3.795:P9 300 225.00 2.40 0.55 122.74 3.79

RIGIDEZ LATERAL DEL PORTICO (EJE Y)

Rigidez (ton/cm) PESOWi kg ton

K0 38.80 W0 127370.38 127.37 1.00 1.25K1 39.76 W1 127370.38 127.37 1.02 1.25K2 39.76 W2 127370.38 127.37 1.02 1.25K3 39.76 W3 127370.38 127.37 1.02 1.25K4 39.76 W4 127370.38 127.37 1.02 1.25K5 39.76 W5 127370.38 127.37 1.02 1.25K6 39.76 W6 127370.38 127.37 1.02 1.25K7 39.76 W7 127370.38 127.37 1.02 1.25K8 39.76 W8 127370.38 127.37 1.02 1.25K9 39.76 W9 101742.52 101.74 1.02 1.00

"K" Rigidez Normalizado

"W" Peso Normalizado

I= 106666.67 cm4I= 32552.08 cm4I= 67500.00 cm4I= 213333.33 cm4

I= 349.73I= 374.27I= 309.18I= 270.042203

N λ m k ω T1 0.02064 0.123 25.45 2.0665512687426 3.040420732 0.18250 0.123 25.45 6.145012519254 1.022485353 0.48934 0.123 25.45 10.062286911343 0.624429154 0.90914 0.123 25.45 13.71534450157 0.458113565 1.39877 0.123 25.45 17.012357177886 0.369330676 1.92995 0.123 25.45 19.983169239276 0.314423877 2.25502 0.123 25.45 21.600635906026 0.290879658 3.48967 0.123 25.45 26.870980735564 0.233827919 288690+0.36155i 0.123 25.45 #VALUE! #VALUE!

10 288690-0.36155i 0.123 25.45 #VALUE! #VALUE!

N λ m k ω T1 0.02064 0.123 25.45 2.067 3.0402 0.1825 0.123 25.45 6.145 1.0223 0.48934 0.123 25.45 10.062 0.6244 0.90914 0.123 25.45 13.715 0.4585 1.39877 0.123 25.45 17.012 0.3696 1.92995 0.123 25.45 19.983 0.3147 2.25502 0.123 25.45 21.601 0.2918 3.48967 0.123 25.45 26.871 0.2349 288690+0.36155i 0.123 25.45 - -

10 288690-0.36155i 0.123 25.45 - -

1 12 2.5893 4.1144 5.5375 6.8226 7.9377 8.8548 9.5519 10.010

10 10.555