PARAMETROS DE CALCULO PERIODO DE LIMITE DE VIBRACIONTo= 0.13 seg

Ct 0.055 Tc= 0.70 seg0.9

Z 0.4TIPO DE SUELO D 0.70Fa 1.2Fd 1.19 Sa= 1.19 segFs 1.28I 1 T SaR 8 0 1.19p 0.81 0.70 1.19e 0.66 0.80 1.04Altura max 13.6 0.90 0.93n= 2.48 1.00 0.83PERIODO DE VIBRACION DE LA ESTRUCTURA 1.10 0.76T= 0.58 seg 1.20 0.69CORTE BASAL 1.30 0.64V= 0.28 W 1.40 0.6V= 41.13 1.50 0.56

1.60 0.521.70 0.49

FC= 240 E= 255006.07L= 250

CENTRO DE MASAS ELEMENTO Xi Yi MASA m.Xi m.YiLOSA 1 3.5 7 0 0

0 00 00 00 00 00 00 00 00 00 00 0

CENTRO DE MASAS ELEMENTO Xi Yi MASA m.Xi m.YiLOSA 1 3.5 7 0 0

0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.80

0.20.40.60.8

11.21.4

ESPECTRO SEUDO-ACELERACIONES

ESPECTRO

PERIODO T(seg)

Sa

0 00 00 00 00 00 00 00 00 00 00 0

k=k= 1.1

Fx=Fx=

Sa= 1.19 seg

|

CENTRO DE RIGIDECES PORTICO COLUMNA b h INERCIA

5 A5 30 30 67500B5 30 30 67500C5 30 30 67500

4 A4 30 30 67500B4 25 25 32552.0833C4 25 25 32552.0833

3 A3 30 30 67500B3 25 25 32552.0833C3 25 25 32552.0833

2 A2 30 30 67500B2 20 35 71458.3333C2 30 30 67500

1 A1 30 30 67500B1 30 30 67500C1 30 30 67500

0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.80

0.20.40.60.8

11.21.4

ESPECTRO SEUDO-ACELERACIONES

ESPECTRO

PERIODO T(seg)

Sa

TAPAGRADAS 2.23

2.23

26.16 TERRAZA Wi=

28.39

12.74 Wi=ENTRE 1

V= 41.13 Tn

CORTE BASAL

PESO ESPECIFICO 1600120024002500

ENTREPISO 11.- PARED 2.- PARED

PESO PARED COMPLETA PESO PARED +VIDRIO BAO600

LONGITUD 50.94 LONGITUDLONGITUD 49.76 LONGITUDLONGITUD 53.373.- 4.-PESO PARED + VIDRIO PESO PARED + VIDRIO

28819.5

307.5LONGITUD

LONGITUD 9.1 LONGITUDLONGITUD 4 LONGITUDPISO ALTURA h^k(m) PESO WiTAPAGRAADA 8.28 10.2290045188 3.93TERRAZA 5.58 6.6267047136 71.19ENTREPIZO 1 2.88 3.2013395243 71.79

146.91CENTRO DE RIGIDECES

Xi (Media) RIGIDEZ (K) K*Xi (media)15 13219.514695548 198292.720433225

340 13219.514695548 4494634.99648643685 13219.514695548 9055367.5664506

15 13219.514695548 198292.720433225332.5 6375.1517628995 2119737.96116407

685 6375.1517628995 4366978.9575861315 13219.514695548 198292.720433225

340 6375.1517628995 2167551.59938582685 6375.1517628995 4366978.95758613

15 13219.514695548 198292.720433225340 13994.733149917 4758209.27097174685 13219.514695548 9055367.5664506

15 13219.514695548 198292.720433225340 13219.514695548 4494634.99648643685 13219.514695548 9055367.5664506

171690.487157 54926293.0411847

LADRILLOBLOQUECONCRETOVIDRIO

Wi= 3.93Nv 8.28

71.19 Nv 5.58

71.79 Nv 2.88

Nv 0PLANTA BAJA

PESO PARED +VIDRIO BAO PESO LOSETA 456 PESO NERVIO

9 P. ALIVIA.465 P. MACILL+ ELELUCIDO2.2 PESO ACABADO 2.2

PESO PARED + VIDRIO PESO ENTREPISO 1352.8 PESO LOSA 15.45 PESO PARED

368.25 P. PARED+ VENT.0.45 P.PARED+VENT.2

2 P.PARED+VENT.30.6

PESO Wih^k Fx Vi40.1999877588 2.23 2.23

471.7551085611 26.16 28.39229.82416445 12.74 41.13

741.7792607699CENTRO DE RIGIDECES

PORTICO COLUMNA b hA A1 30 30

A2 30 30A3 30 30A4 30 30A5 30 30

B B1 30 30B2 35 20B3 25 25B4 25 25B5 30 30

C C1 30 30C2 30 30C3 25 25C4 25 25C5 30 30

Xmedia= 3.2 metros

120 L86.4

649532

397.4

PESO ENTREPISO 238945.2 PESO LOSA

30564 PESO PARED2798.25 P. PARED+ VENT.

1023 P.PARED+VENT.2165.7125 P.PARED+VENT.3

73.5 Tn

CENTRO DE RIGIDECES INERCIA Yi RIGIDEZ (K) K*Xi (media)

67500 1385 13219.514695548 18309027.853334467500 1055 13219.514695548 13946588.003803567500 605 13219.514695548 7997806.3908067467500 375 13219.514695548 4957318.0108306267500 15 13219.514695548 198292.72043322567500 1385 13219.514695548 18309027.8533344

23333.3333333333 1055 4569.7087836463 4821042.7667468832552.0833333333 605 6375.1517628995 3856966.8165541732552.0833333333 375 6375.1517628995 2390681.9110873

67500 15 13219.514695548 198292.72043322567500 1385 13219.514695548 18309027.853334467500 1055 13219.514695548 13946588.0038035

32552.0833333333 605 6375.1517628995 3856966.8165541732552.0833333333 375 6375.1517628995 2390681.9110873

67500 15 13219.514695548 198292.720433225162265.46279073 113686602.352577

Ymedia= 7.01 metros

53.37 TERRAZA38945.2 PESO LOSA 38945.2

29856 PESO PARED 320221230 P.PARED+VENT.3 220.951023 71.19736.571.79 Tn

TAPAGRADA38945.2 PESO LOSA 3.93

Tn

ALTURA PARED AREA LOSA 181.5471ESPESOR DEL VIDRIO PESO PARED

PESO PARED +VENT1PESO PARED + VENT2

ESPECTRO SEUDO ACELERACIONCORTE BASAL