Incarcari si greutate structuraEvaluare incarcari (pe supafata)Greutate structura SLU-SeismNumarincarcareTipValoari caracteristice (daN/m2)Gruparea efectelor structurale ale actiunilorEtajSuprafata(mp)Hnivel (m)Elemente structurale(grinzi, pereti si stalpi) KNGreutate (kN)(VC)(VLD)1381.673.21549.684316.78coef.valoare calculcoef.valoare calcul2381.673.21549.684316.78Nivel curent3381.673.21549.684316.781g.p. placa 15cmGk3751.35506.2513754348.693.21415.773943.772finisajGk1001.3513511005348.693.21415.773943.773pereti de comparteimentareGk1001.351351.01006348.693.21415.773943.774instalatiiGk501.3567.51.050Terasa2843.21153.113524.515tehnicQI1001.501500.44022.410049.4428306.176utilaQI1501.502250.4601218.75725Terasa1g.p. placa 15cmGk3751.35506.2513752beton de pantaGk1761.35237.611763incarcare din ansamblul izolatiei la nivelul teraseiGk801.351081804InstalatiiGk1201.3516211205utilaQi501.0552.50.4206zapadaQI1601.502400.4641306.35835.00Evaluare incarcari (pe ml)NumarincarcareTipValoari caracteristice (daN/m)Gruparea efectelor structurale ale actiunilor(VC)(VLD)coef.valoare calculcoef.valoare calculNivel curent1pereti de inchidereGk8061.351088.641806.402tencuialaGk911.35123.121.091.21211.76897.60Terasa3aticGk3381.35455.631337.50

Adi:0.30*1000*0.5Adi:0.03*1900*0.7Adi:0.15*2500*1

Forta seismicaForta seismica directiaX-XTc(s)(T)ag/gIClasa de ductilitateTip structuraq0 u/1qstrGstr(kN)c%Fb(KN)1.62.750.2410.85DCHCadre, structuri cu pereti zvelti cuplati si structuri duale51.256.2531136.798.982794.8379582284Forta seismica directiaY-YTc(s)(T)ag/gIClasa de ductilitateTip structuraq0 u/1qstrGstr(kN)c%Fb(KN)1.62.750.2410.85DCHStructura cu pereti41.25531136.7911.223493.5474477855

Atentie pentru structurile cu pereti scurti, intervine kwAtentie la reducerea factorului de comportare functie de regularitatea structurii si a nivelului de control asupra redundantei sau sporirii acestuia.Atentie la reducerea factorului de comportare functie de regularitatea structurii si a nivelului de control asupra redundantei sau sporirii acestuia.Atentie pentru structurile cu pereti scurti, intervine kwSpor de 10% datorat inchiderilorSpor de 10% datorat inchiderilor

FPM si CADModePeriodUXUYUZSumUXSumUYSumUZRXRYRZSumRXSumRYSumRZ10.80736358.6590.1622058.6590.162200.085678.565714.5230.085678.565714.52320.683858068.1564058.65968.3185098.15570.00071.796498.241378.566416.319430.5810415.78860.6871074.447669.005600.387921.10251.926598.629299.668568.245940.25789512.66970.19087.117469.195600.04670.0562.780598.67699.724571.026450.1824782.66575.8295089.783175.025100.40410.036211.5399.080199.760782.556460.1702180.48912.2593090.272187.284400.5610.01013.62799.641199.770886.183370.1439353.94980.0781094.221987.362500.00180.15741.222199.642999.928287.405580.1135890.50.6264094.721987.98900.01380.01141.419999.656799.939688.825390.104022.17040.0854096.892388.074400.00220.00680.271999.658999.946589.0972100.0963870.20070.147097.09388.221400.01360.00920.074899.672599.955689.1721110.085510.88620.0017097.979288.2231000.00880.023899.672599.964589.1959120.079030.05132.9977098.030491.220800.14470.00283.075299.817399.967392.2711130.0734060.01922.5203098.049693.741100.07920.00032.4399.896599.967594.701140.0722090.75730.0167098.806993.757700.00080.00530.002399.897399.972894.7033150.0688790.10830.5499098.915294.307600.0240.00460.384699.921399.977495.0879160.0647490.14590.013099.061194.320600.00050.00130.014299.921799.978795.1021170.0581710.0180.0021099.079194.322800.00120.00090.347499.922999.979695.4495180.0571340.11010.2772099.189294.599900.0090.00330.386499.93299.982995.8358190.05360.01650.0482099.205794.648100.00080.00160.38299.932899.984596.2178200.0524870.01730.0016099.22394.649800.00010.00040.011699.932899.984996.2295210.0503190.02361.6358099.246696.285600.02190.00010.31799.954899.98596.5465220.048780.03520.4707099.281896.756200.0070.00080.018699.961899.985896.5651230.0473860.02140.0691099.303296.825300.00180.00150.293199.963599.987396.8582240.0471430.02650.059099.329796.884300.00060.00070.405799.964199.988197.2639250.0464240.01550.0605099.345296.944900.0010.00030.003599.965199.988397.2674260.0451750.00090.0868099.346197.031700.00110.00030.005599.966199.988697.2729270.0438880.01670.0342099.362897.065900.00040.00010.809399.966599.988798.0822280.0426810.00210.0257099.364897.091700.00010.00010.140199.966699.988898.2224290.0417430.00130.0072099.366297.098900.00010.00010.005899.966799.988998.2282300.0402110.02660.7381099.392897.83700.00990.00050.157299.976699.989498.3854Verifiare SLUDirectiaqT (s)TC (s)c0.7TcX-X6.250.811.61.42oKY-Y50.681.61.39oKVerifiare SLSDirectiaqT (s)TC (s)qX-X6.250.811.60.503.125Y-Y50.681.60.502.5

Verificare SLU si SLSDrift SLUVerifiare SLU(max2.5%)Verifiare SLS(0.5% sau 0.8%)StoryItemLoadPointXYZDriftXDriftYDriftXDriftYDriftXDriftYDriftXDriftYDriftXDriftYTERASAMax Drift XXNMN4152032.40200.0012531.11%0.00%se verificase verifica0.39%0.00%se pot cupla CNSse pot cupla CNSTERASAMax Drift YXNMN20434.25022.40.0006560.00%0.46%se verificase verifica0.00%0.16%se pot cupla CNSse pot cupla CNSTERASAMax Drift XYNMN4160916.28.1200.0001420.13%0.00%se verificase verifica0.04%0.00%se pot cupla CNSse pot cupla CNSTERASAMax Drift YYNMN21710.89.7522.40.0016210.00%1.13%se verificase verifica0.00%0.41%se pot cupla CNSse pot cupla CNSE6Max Drift XXNMN413675.4016.80.0015261.35%0.00%se verificase verifica0.48%0.00%se pot cupla CNSse pot cupla CNSE6Max Drift YXNMN20434.25019.20.0006970.00%0.48%se verificase verifica0.00%0.17%se pot cupla CNSse pot cupla CNSE6Max Drift XYNMN2205.49.7519.20.000180.16%0.00%se verificase verifica0.06%0.00%se pot cupla CNSse pot cupla CNSE6Max Drift YYNMN4155032.48.116.80.0016680.00%1.16%se verificase verifica0.00%0.42%se pot cupla CNSse pot cupla CNSE5Max Drift XXNMN413675.4013.60.0016831.49%0.00%se verificase verifica0.53%0.00%decuplat CNSse pot cupla CNSE5Max Drift YXNMN20434.250160.0007440.00%0.52%se verificase verifica0.00%0.19%se pot cupla CNSse pot cupla CNSE5Max Drift XYNMN413375.48.114.40.0001060.09%0.00%se verificase verifica0.03%0.00%se pot cupla CNSse pot cupla CNSE5Max Drift YYNMN4155132.48.114.40.00170.00%1.18%se verificase verifica0.00%0.43%se pot cupla CNSse pot cupla CNSE4Max Drift XXNMN2115.4-1.6512.80.0017511.55%0.00%se verificase verifica0.55%0.00%decuplat CNSse pot cupla CNSE4Max Drift YXNMN20434.25012.80.0007560.00%0.53%se verificase verifica0.00%0.19%se pot cupla CNSse pot cupla CNSE4Max Drift XYNMN196-331.0513.210.40.0001180.10%0.00%se verificase verifica0.04%0.00%se pot cupla CNSse pot cupla CNSE4Max Drift YYNMN20434.25012.80.0017020.00%1.18%se verificase verifica0.00%0.43%se pot cupla CNSse pot cupla CNSE3Max Drift XXNMN21632.4-1.659.60.0016851.49%0.00%se verificase verifica0.53%0.00%decuplat CNSse pot cupla CNSE3Max Drift YXNMN1009.60.0007170.00%0.50%se verificase verifica0.00%0.18%se pot cupla CNSse pot cupla CNSE3Max Drift XYNMN19631.0513.29.60.0001180.10%0.00%se verificase verifica0.04%0.00%se pot cupla CNSse pot cupla CNSE3Max Drift YYNMN20434.2509.60.0015620.00%1.09%se verificase verifica0.00%0.39%se pot cupla CNSse pot cupla CNSE2Max Drift XXNMN21632.4-1.656.40.0015081.34%0.00%se verificase verifica0.47%0.00%se pot cupla CNSse pot cupla CNSE2Max Drift YXNMN208.16.40.0006160.00%0.43%se verificase verifica0.00%0.15%se pot cupla CNSse pot cupla CNSE2Max Drift XYNMN19631.0513.26.40.0000990.09%0.00%se verificase verifica0.03%0.00%se pot cupla CNSse pot cupla CNSE2Max Drift YYNMN20434.2506.40.0012120.00%0.84%se verificase verifica0.00%0.30%se pot cupla CNSse pot cupla CNSE1Max Drift XXNMN1003.20.0008570.76%0.00%se verificase verifica0.27%0.00%se pot cupla CNSse pot cupla CNSE1Max Drift YXNMN1003.20.00030.00%0.21%se verificase verifica0.00%0.08%se pot cupla CNSse pot cupla CNSE1Max Drift XYNMN22229.44812.8043.20.000050.04%0.00%se verificase verifica0.02%0.00%se pot cupla CNSse pot cupla CNSE1Max Drift YYNMN932.403.20.000550.00%0.38%se verificase verifica0.00%0.14%se pot cupla CNSse pot cupla CNS0.0020.0021.55%1.18%0.5472%0.4255%

Spectru elastic si de proiectarSpectru elastic i de proiectareTB(s)TC(s)TD(s)0(T)ksag(m/s2)%qFactor de aplificareDirectiaqstrT(T)Sa(m/s2)Sv(m/s)Sd(m)0.321.62.02.50.32.945%132.94X-X6.250.001.002.940.000.00Y-Y50.050.972.870.020.000.100.952.790.040.000.150.922.710.060.000.200.902.640.080.000.250.872.560.100.000.300.842.480.120.010.350.832.450.140.010.400.832.450.160.010.450.832.450.180.010.500.832.450.200.020.550.832.450.210.020.600.832.450.230.020.650.832.450.250.030.700.832.450.270.030.750.832.450.290.030.800.832.450.310.040.850.832.450.330.040.900.832.450.350.050.950.832.450.370.061.000.832.450.390.061.050.832.450.410.071.100.832.450.430.081.150.832.450.450.081.200.832.450.470.091.250.832.450.490.101.300.832.450.510.101.350.832.450.530.111.400.832.450.550.121.450.832.450.570.131.500.832.450.590.141.550.832.450.610.151.600.832.450.620.161.650.812.380.620.161.700.782.310.620.171.750.762.240.620.171.800.742.180.620.181.850.722.120.620.181.900.702.070.620.191.950.682.010.620.192.000.671.960.620.202.050.631.870.610.202.100.601.780.590.202.150.581.700.580.202.200.551.620.570.202.250.531.550.560.202.300.501.480.540.202.350.481.420.530.202.400.461.360.520.202.450.441.310.510.202.500.431.260.500.202.550.411.210.490.202.600.391.160.480.202.650.381.120.470.202.700.371.080.460.202.750.351.040.450.202.800.341.000.450.202.850.330.970.440.202.900.320.930.430.202.950.310.900.420.203.000.300.870.420.203.050.290.840.410.203.100.280.820.400.203.150.270.790.400.203.200.260.770.390.203.250.250.740.380.203.300.240.720.380.203.350.240.700.370.203.400.230.680.370.203.450.220.660.360.203.500.220.640.360.203.550.210.620.350.203.600.210.610.350.203.650.200.590.340.203.700.190.570.340.203.750.190.560.330.203.800.180.540.330.203.850.180.530.320.203.900.180.520.320.203.950.170.500.320.204.000.170.490.310.20

Spectru elastic pentru q=1, dac q este diferit de 1 avem spectru de proiectareFAD-factor de amplificare dinamicPerioada sistemului SDOF- single degree of freedom

Spectru elastic si de proiectar

Spectru de deplasariSpectru de deplasri

Date de intrare

Spectru de acceleratiiSpectru de acceleraii

Sheet5

Spectru de viteze

FAD-P100Spectru SDOFSpectru normalizat (T)-FAD

TB(s)TC(s)TD(s)0(T)qksI0.50%0.070.73.02.75100.850.85Tip structuraDCHDCMDCLPentru CADRE sau pentru STRUCTURI DUALE CU CADRE PREDOMINANTE: u/1Directia1%0.113.031.50.0211Cadre, structuri cu pereti zvelti cuplati si structuri duale53.52alte cazuri1X-X2%0.161.62.020.041.2Structura cu pereti431.5cladiri cu un nivel:1.15Y-Y3%2.50.061.4Sistem flexibil la torsiune321.5cladiri cu mai multe niveluri si cu o singura deschidere1.254%30.08Sistem pendul inversat2.521.5cladiri cu mai multe niveluri si mai multe deschideri1.355%3.50.1Structuri parter cu stlpi n consola conecta i prin plansee diafragma cu d