Espectro de Diseño NTE E.030 2014

download Espectro de Diseño NTE E.030 2014

of 10

description

pttm

Transcript of Espectro de Diseño NTE E.030 2014

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