CarregamentosCARREGAMENTOS UNIFORMEMENTE DISTRIBUDOSCARREGAMENTOSq (KN/m)rea (m)CONCRETO (KN/m)q (KN/m)rea Barreira (m)CONCRETO (KN/m)q (KN/m)PONTUAL (KN)rea CBUQ (m)REVESTIMENTOq (KN/m)rea Laje Alv.LAJE ALVEOLARq (KN/m)q TOTALLaje22(KN/m)15,16 (KN/m)q 1 concreto+pontual (Barreira de New Jersey)q10.098252.450.23255.752.32.98q 2 concreto+revestimentoq20.078251.95250.024220.5282.48q 3 concreto+revestimento+laje alveolarq30.074251.85250.049221.0780.05815.160.879283.81q 4 concreto+revestimentoq40.15253.75250.056221.2324.98q 5 concreto+revestimento+laje alveolarq50.074251.85250.049221.0780.05815.160.879283.81q 6 concreto+revestimentoq60.15253.75250.056221.2324.98q 7 concreto+revestimento+laje alveolarq70.074251.85250.049221.0780.05815.160.879283.81q 8 concreto+revestimentoq80.15253.75250.056221.2324.98q 9 concreto+revestimento+laje alveolarq90.074251.85250.049221.0780.05815.160.879283.81q 10 concreto+revestimentoq100.15253.75250.056221.2324.98q 11 concreto+rvestimento+laje alveolarq110.074251.85250.049221.0780.05815.160.879283.81q 12 concreto+revestimentoq120.15253.75250.056221.2324.98q 13 concreto+revestimento+laje alveolarq130.074251.85250.049221.0780.05815.160.879283.81q 14 concreto+revestimentoq140.15253.75250.056221.2324.98q 15 concreto+revestimento+laje alveolarq150.031250.775250.019220.4180.03115.160.469961.66q 16 concreto+laje alveolarq160.038250.95250.03415.160.515441.47q 17 concretoq170.149253.7250.23255.753.73q 18 concreto+laje alveolarq180.084252.1250.0732.10q 19 concreto+pontual(guarda-corpo)q190.174254.350.19254.750.714.35

O clculo das rea foi obtida no Auto Cad

Fator de ImpactoFator de Impacto1,4 -(0,007*25)1.225

Carregamento longarinasLONGARINA 1CarregamentoMaterialVolume (m)Peso EspecficoKN/mRECALCULAR MINHAS REASConcreto0.2147255.367529.7725Laje Alveolar0.0318150.477Revestimento0.049221.078Barreira de Proteo0.204255.1Peso prprioLongarinas: 1CarregamentoMaterialVolume (m)Peso EspecficoKN/mConcreto0.238255.9526.955Laje Alveolar0.063150.945Revestimento0.105222.31Peso prprioLongarinas: 2,3,4,5,6 e 7CarregamentoMaterialVolume (m)Peso EspecficoKN/mConcreto0.2102255.25528.582Laje Alveolar0.0318150.477Barreira de Proteo0.204255.1Peso prprioLongarinas: 7CarregamentoMaterialVolume (m)Peso EspecficoKN/mConcreto0.2374255.93527.505Laje Alveolar0.063150.945Guarda Corpo0.115252.875Peso prprioLongarinas: 8

MOMENTOS POSITIVOS E NEGATIVOSDadosMomentos Positivos (tf.cm) k6 Momento Positivok3 DOMNIOAS Momento Positivo (cm)AS Mn (cm)Momentos Negativosk6 Momento Positivok3 DOMNIOAS Momento Positivo (cm)AS Mn (cm)ARMADURA SECUNDRIAAdotar maior ou 20% ou 0,9cm/mNmero de barrasEspessura laje (cm)20289.00100.000.33425.683.00151.00191.390.32823.003.000.600.9Cobrimento (cm)3228.23126.630.333124.473.00556.0051.980.325110.633.002.132.13d (cm)17142.00203.520.32723.003.00370.0078.110.32517.073.001.411.41b (cm)100234.00123.500.33124.563.0098.00294.900.32623.003.000.600.9222.00130.180.3324.313.00224.00129.020.33124.363.000.870.9Observao: a coluna em rosa claro indica que precisou usar o As min40.00722.500.32513.003.00113.00255.750.32623.003.000.600.9216.00133.800.3324.193.0092.00314.130.32523.003.000.600.9222.00130.180.3324.313.00198.00145.960.32623.803.000.760.933.00875.760.32513.003.0095.00304.210.32523.003.000.600.9215.00134.420.3324.173.0092.00314.130.32523.003.000.600.9222.00130.180.3324.313.00195.00148.210.32823.763.000.750.932.00903.130.32513.003.0094.00307.450.32523.003.000.600.9215.00134.420.3324.173.0091.00317.580.32523.003.000.600.9222.00130.180.3324.313.0092.00314.130.32523.003.000.600.933.00875.760.32513.003.00195.00148.210.32823.763.000.750.9215.00134.420.3324.173.0094.00307.450.32523.003.000.600.9223.00129.600.33124.343.0092.00314.130.32523.003.000.600.940.00722.500.32513.003.00195.00148.210.32823.763.000.750.923.501229.790.32513.003.0094.00307.450.32523.003.000.600.920.301423.650.32513.003.0093.00310.750.32523.003.000.600.914.002064.290.32513.003.00197.00146.700.32823.803.000.760.9214.00135.050.3324.153.0095.00304.210.32523.003.000.600.9272.27106.140.33425.353.0080.00361.250.32523.003.000.600.9239.00120.920.33124.653.00108.00267.590.32623.003.000.600.9207.00139.610.3324.023.00132.00218.940.32623.003.000.600.9142.00203.520.32823.003.00223.00129.600.33124.343.000.870.9215.00134.420.3324.173.0099.00291.920.32623.003.000.600.9298.0096.980.33425.853.00359.0080.500.32516.863.001.371.37553.0052.260.325110.573.002.112.1185.00340.000.32513.003.000.600.9OBSERVAO: ONDE RESULTOU EM DOMNIO 1, FOI CALCULADO O K3 lim e adotada As min