Download - Espectro de Diseño NTE E.030 2014

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Espectro de Diseo

Espectro de Desplazamientos

Espectro de Velocidades

EspectroESPECTRO DE DISEO - NTE E.030 2014

Categora :CZ =0.35Zona :Z3U =1.00Suelo :S2S =1.15Sistema Estructural :Concreto Armado, De Muros EstructuralesTp = 0.60Verificacin de Irregularidad :Irregular en PlantaIp =0.8500TL = 2.00Irregular en AlturaIa =1.0000Ro=6.0R =5.10

TCC/RZUCS/RSvSdTSa/gSvSd02.50.49019607840.19730392160000.60010.471975512000.022.50.49019607840.1973039216314.1592653590.00062803790.00000199910.600.197303921610.4719755120.01884113660.0017991960.042.50.49019607840.1973039216157.07963267950.00125607580.00000799642.0003.1415926536000.062.50.49019607840.1973039216104.71975511970.00188411370.0000179922.000.05919117653.14159265360.01884113660.00599732010.082.50.49019607840.197303921678.53981633970.00251215160.00003198572.50.49019607840.12.50.49019607840.197303921662.83185307180.00314018940.00004997770.750.14705882350.122.50.49019607840.197303921652.35987755980.00376822730.00007196780.142.50.49019607840.197303921644.87989505130.00439626520.00009795620.162.50.49019607840.197303921639.26990816990.00502430310.00012794280.182.50.49019607840.197303921634.90658503990.0056523410.00016192760.22.50.49019607840.197303921631.41592653590.00628037890.00019991070.252.50.49019607840.197303921625.13274122870.00785047360.00031236040.32.50.49019607840.197303921620.94395102390.00942056830.0004497990.352.50.49019607840.197303921617.95195802050.0109906630.00061222640.42.50.49019607840.197303921615.70796326790.01256075780.00079964270.452.50.49019607840.197303921613.9626340160.01413085250.00101204780.52.50.49019607840.197303921612.56637061440.01570094720.00124944170.552.50.49019607840.197303921611.42397328580.01727104190.00151182440.62.50.49019607840.197303921610.4719755120.01884113660.0017991960.652.30769230770.45248868780.18212669689.66643893410.01884113660.0019491290.72.14285714290.42016806720.16911764718.97597901030.01884113660.0020990620.7520.39215686270.15784313738.37758040960.01884113660.0022489950.81.8750.36764705880.14797794127.8539816340.01884113660.0023989280.851.76470588240.34602076120.13927335647.39198271430.01884113660.0025488610.91.66666666670.32679738560.13153594776.9813170080.01884113660.0026987940.951.57894736840.30959752320.12461300316.61387927070.01884113660.00284872711.50.29411764710.11838235296.28318530720.01884113660.002998661.60.93750.18382352940.07398897063.9269908170.01884113660.00479785620.750.14705882350.05919117653.14159265360.01884113660.00599732012.50.480.09411764710.03788235292.51327412290.01507290930.005997320130.33333333330.06535947710.02630718952.09439510240.01256075780.005997320140.18750.03676470590.01479779411.57079632680.00942056830.005997320150.120.02352941180.00947058821.25663706140.00753645470.005997320160.08333333330.01633986930.00657679741.04719755120.00628037890.005997320170.06122448980.01200480190.00483193280.8975979010.00538318190.005997320180.0468750.00919117650.00369944850.78539816340.00471028420.005997320190.0370370370.00726216410.00292302110.69813170080.00418691930.0059973201100.030.00588235290.00236764710.62831853070.00376822730.0059973201

Parametrosa) Prticos de Concreto Armado sin Muros de Corte b) Prticos Dctiles de Acero con uniones resistentes a momentos sin Arriostramientos.35a) Prticos de Concreto Armado con muros en las cajas de ascensores y escaleras. b) Prticos de Acero Arriostrados.45Estructuras de mamposteria y para todos los edificios de concreto armado duales, de muros estructurales y muros de ductilidad limitada.60SoS1S2S3S4SoS1S2S3S4Z10.1Z10.811.623Tp0.30.40.611.2Acero, Prticos ductiles con uniones resistentes a momentos80.01Z20.25Z20.811.21.44Ts32.521.61.4Estructuras de Acero con Arriostres Excntricos70.01Z30.35Z30.811.151.25Estructuras de Acero con Arriostres en Cruz60.01Z40.45Z40.811.051.11Concreto Armado, Prticos80.007Concreto Armado, Dual70.007Concreto Armado, De Muros Estructurales60.007SoRoca Dura10.41Pesos de Losas LlenaConcreto Armado, Muros de Ductilidad Limitada40.007S1Roca o Suelos muy Rgidos20.61.2EspesorPesoAlbailera Armada o Confinada30.05S2Suelos Intermedios30.91.40.1Madera (Por esfuerzos Admisibles)70.01S3Suelos Blandos41.11.60.15S4Condiciones Excepcionales50.2Irregular en Planta0.85Irregular en Altura1A1Edificaciones Escenciales25025A2Edificaciones Escenciales1.55025BEdificaciones Importantes1.35025CEdificaciones Comunes12525DEdificaciones Menores0.93025