Espectro de Diseño x
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PROYECTO : EDIFICIO MULTIFAMILIAR LAS CONDES EJE X Z 0.4 ZONA 3 Arequipa U 1.3 CATEGORIA B Comun S 1.2 TIPO S2 Intermedio Tp 0.6 s Según Estudio de Suelos R 8.0 ESTRUCTURA APORTICADO g 9.81 m/s2 T C 0.05 2.500 0.06 2.500 0.07 2.500 0.08 2.500 0.09 2.500 0.1 2.500 0.2 2.500 0.3 2.500 0.4 2.500 0.5 2.500 0.6 2.500 0.7 2.143 0.8 1.875 0.9 1.667 1 1.500 2 0.750 3 0.500 4 0.375 5 0.300 6 0.250 7 0.214 8 0.188 9 0.167 10 0.150 AMPLIFICACION SISMICA P 2821.50 TN hn 23.00 m Ct 60.00 T 0.38 s D L P C 3.91 2.5 1.00 0.25 ZUCS/R 0.195 ### 554.60 V 550.193 TN 0 1 2 3 4 5 6 7 8 9 10 11 0.0 0.5 1.0 1.5 2.0 2.5 ESPECTRO DE ACELERACIONES NTE E030 Espectro PERIODO T(SEG) ACEL.ESPECTRAL ZUSC/R (g) C=2.50×(T_P/T)≤2.50
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espectro de diseño segun RNE E 030
Transcript of Espectro de Diseño x
ESPECTROPROYECTO : EDIFICIO MULTIFAMILIAR LAS CONDESEJE XZ0.4ZONA3ArequipaU1.3CATEGORIABComunS1.2TIPOS2IntermedioTp0.6sSegn Estudio de SuelosR8.0ESTRUCTURAAPORTICADOg9.81m/s2TCZUSCZUSC/RSaTSa0.052.5001.5600.1951.9130.051.9130.062.5001.5600.1951.9130.061.9130.072.5001.5600.1951.9130.071.9130.082.5001.5600.1951.9130.081.9130.092.5001.5600.1951.9130.091.9130.12.5001.5600.1951.9130.11.9130.22.5001.5600.1951.9130.21.9130.32.5001.5600.1951.9130.31.9130.42.5001.5600.1951.9130.41.9130.52.5001.5600.1951.9130.51.9130.62.5001.5600.1951.9130.61.9130.72.1431.3370.1671.6400.71.6400.81.8751.1700.1461.4350.81.4350.91.6671.0400.1301.2750.91.27511.5000.9360.1171.14811.14820.7500.4680.0590.57420.57430.5000.3120.0390.38330.38340.3750.2340.0290.28740.28750.3000.1870.0230.23050.23060.2500.1560.0200.19160.19170.2140.1340.0170.16470.16480.1880.1170.0150.14380.14390.1670.1040.0130.12890.128100.1500.0940.0120.115100.115AMPLIFICACION SISMICAP2821.50TNhn23.00mCt60.00T0.38sDLPC3.912.51.000.25ZUCS/R0.1952682.85554.60V550.1925TN2682.85138.652821.50TNVred440.15480%VX450.9TNAmplifX0.98
ESPECTRO
EspectroPERIODO T(SEG)ACEL.ESPECTRAL ZUSC/R (g)ESPECTRO DE ACELERACIONES NTE E030
C=2.50(T_P/T)2.50
