ESPECTRO DE DISEÑOCONDOMINIO ICA (R= RREGULAR)

ZONA SISMICA

ZONA 3 Z= 0.4 0.15 ZONA 10.3 ZONA 20.4 ZONA 3

CATEGORIA DE LA EDIFICACION

B U= 1.3 A 1.5B 1.3C 1D 0.8

Z U S R g Tp0.4 1.3 1.2 6 9.81 0.6

CONDICIONES GEOTECNICAS

S2 S= 1.2Tp= 0.6 TIPO Tp S

S1 0.4 1S2 0.6 1.2S3 0.9 1.4S4 * *

hn= 13.79m

C2 45

T= 0.306 C1 35C2 45

C= 2.5 C3 60

4.89485134

SISTEMA ESTRUCTURAL

6. De Muros Estructurales de C°A° 1. Acero Port 9.5R= 6 2. C/ Arriostr 6.5

3. Otros con A 64. Porticos de 85. Sistema Du 76. De Muros E 67. Muros de D 48. Albañileri 3

1 1 8.5. Albañiler 69. Madera (Es 7

0.104

ESTRUCTURA REGULAR

SI

NO

T(s) Sa CONDOMINIO ICA (R= RREGULAR)0.00 2.55060.10 2.55060.20 2.55060.30 2.55060.40 2.55060.50 2.55060.60 2.55060.70 2.18620.80 1.91290.90 1.70041.00 1.53041.10 1.39121.20 1.27531.30 1.17721.40 1.09311.50 1.02021.60 0.95651.70 0.90021.80 0.85021.90 0.80552.00 0.76522.10 0.72872.20 0.69562.30 0.66542.40 0.63772.50 0.61212.60 0.58862.70 0.56682.80 0.54662.90 0.52773.00 0.51014.00 0.38265.00 0.3061

0.00 0.50 1.00 1.50 2.00 2.50 3.000.00

0.50

1.00

1.50

2.00

2.50

3.00

Espectro de Diseño

Norma E030

Periodo (T)

Acel

erac

ion

(m/s

2)

0.00 2.550600.05 2.550600.10 2.550600.15 2.550600.20 2.550600.25 2.550600.30 2.550600.35 2.550600.40 2.550600.45 2.550600.50 2.550600.55 2.550600.60 2.550600.65 2.354400.70 2.186230.75 2.040480.80 1.912950.85 1.800420.90 1.700400.95 1.610911.00 1.530361.05 1.457491.10 1.391241.15 1.330751.20 1.275301.25 1.224291.30 1.177201.35 1.133601.40 1.093111.45 1.055421.50 1.020241.55 0.987331.60 0.956471.65 0.927491.70 0.900211.75 0.874491.80 0.850201.85 0.827221.90 0.805451.95 0.784802.00 0.765182.05 0.746522.10 0.728742.15 0.711802.20 0.69562

2.25 0.680162.30 0.665372.35 0.651222.40 0.637652.45 0.624642.50 0.612142.55 0.600142.60 0.588602.65 0.577492.70 0.566802.75 0.556492.80 0.546562.85 0.536972.90 0.527712.95 0.518773.00 0.510124.00 0.382595.00 0.30607