Clculo carga adimissvel de estacas

Carga adm p estacasPlanilha clculo carga admissvel estacas - SPT12:00:00 AM7/18/13 10:09EdificaoCliente/emp.cidadeDecourt-QuaresmaDecourt-QuaresmaAlberto Henriques teixeiraUrbano Rodrigues AlonsoLicena:FBIO DE SOUZA SODRE CREA:16089D PA Obra:4Pedro P.C. VellosoAoki-VellosoARGSARGASAGSARAREAARSAREARPARGSARGASAGSARAREAARSAREARPARGSARGASAGSARAREAARSAREARPARGSARGASAGSARAREAARSAREARPARGSARGASAGSARAREAARSAREARPARGSARGASAGSARAREAARSAREARPTipo de EstacaXiXpXiXp70F1F2F1F2101100421.56253.12500111111111111111100000000000000000.411211626303640440000000000.671010151520202020000000000ok2011001122.5500111111111111111100000000000000000.510161221243034380000000000.671010151520202020000000000Tipo do soloAreia com pedregulhos300.850.50024000.8510.8510.610.60.90.50.80.50.80.50.70.50.700000000000000000.410131116202227310000000000.651010151520202020000000000Argila SiltosaArgila ArenosaSilte ArgilosoSilte ArenosoAreia ArgilosaAreia SiltosaAreia410.50.50.50.536360.850.80.850.80.60.650.60.650.50.50.50.50.50.50.50.50.850.80.850.80.60.650.60.650.50.50.50.50.50.50.50.50.410131116202227310.410131116202227310.5610101515202020200.561010151520202020500.70.5006336000.850.90.850.90.60.750.60.750.50.60.50.60.50.60.50.600000000000000000.410131116202227310000000000.591010151520202020000000000600.850.8500142.54.5000.910.910.910.90.90.90.80.90.80.90.70.90.700000000000000000.49.918.914.423.42732.43639.60000000000.651010151520202020000000000Cota (m)N SPT700.90.5006324000.851.50.851.50.61.50.61.20.51.10.51.10.510.5100000000000000000.610141116192226290000000000.8710101515202020200000000000.50.516360.850.80.850.80.60.650.60.650.50.50.50.50.50.50.50.50.410131116202227310.5610.010.015.015.020.020.020.020.0Aoki-VellosoDecourt-QuaresmaAlberto Henriques Teixeira1309ARGSARGASAGSARAREAARSAREARPARGSARGASAGSARAREAARSAREARPSOLOSOLOSOLOSOLO0SOLOSPTSPTCiCpCiCpCiCpCiCpCiCpCiCpCiCpCiCpP.P.C.V.(%)K(%)K(%)K(%)K(%)K(%)K(%)K(%)K(%)KSPTSPTSPTSPTSPT14okTRUEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10000000111TRUE1122444410.63250000000000000014.014-10-100002.5220P.P.C.V.0.04220.00000.00000.000000000.00000.00000.040220.883.52Qlu35.44894610494444401000000010.80.650.650.50.50.50.51.866666666700000001.8666666667100000000.850.850.60.60.50.50.50.51112202535354040000000000Qlu86.86784186524442121200010131116202227310000000000000000024Comprimento total da estaca (m)TRUEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10000000111TRUE1122444410.6325000000000000001314-9-90002.5220YiYp0.04220.00000.00000.000000000.00000.00000.040220.883.52Qpu31.7025968655444440100000000.80.80.650.650.50.50.50.51.866666666700000001.8666666667100000000.850.850.60.60.50.50.50.51112202535354040000000000Qpu48.9852834511444211110001013111620222731000000000000000003615.0mTRUEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10000000111TRUE1122446610.6325000000000000001214-8-80003.7820Compresso110.04220.00000.00000.000000000.00000.00000.040220.885.28Qu67.1515429705666660100000000.80.80.650.650.50.50.50.52.400000002.4100000000.850.850.60.60.50.50.50.51112202535354040000000000Qu135.85312531636662101000010131116202227310000000000000000047TRUETRUE1FALSETRUEFALSEFALSEFALSEFALSEFALSEFALSE01000000111TRUE112244771000.63250000000000001114-7-70004.4120Trao00000.024350.00000.000000000.00000.00000.024350.845.88Qadm33.5757714852777770010000000.80.80.650.650.50.50.50.502.66666666670000002.6666666667010000000.850.850.60.60.50.50.50.51112202535354040000000000Qadm79.0677376822777299000101311162022273100000000000000000FBIO DE SOUZA SODRE CREA:16089D PA 58Dimetro seo circular*FALSETRUEFALSEFALSEFALSEFALSEFALSEFALSE01000000111TRUE112244881000.63250000000000001014-6-60005.042011000.024350.00000.000000000.00000.00000.024350.846.72888880010000000.80.80.650.650.50.50.50.502.93333333330000002.9333333333010000000.850.850.60.60.50.50.50.5111220253535404000000000088828800010131116202227310000000000000000068450.0mmFALSETRUEFALSEFALSEFALSEFALSEFALSEFALSE01000000111TRUE112244881000.6325000000000000914-5-50005.0420P1.413716694101.41000.024350.00000.000000000.00000.00000.024350.846.72888880010000000.80.80.650.650.50.50.50.502.93333333330000002.9333333333010000000.850.850.60.60.50.50.50.5111220253535404000000000088827700010131116202227310000000000000000079FALSETRUEFALSEFALSEFALSEFALSEFALSEFALSE01000000111TRUE112244991000.6325000000000000814-4-40005.6720L150.1590431281000.024350.00000.000000000.00000.00000.024350.847.56999990010000000.80.80.650.650.50.50.50.503.20000003.2010000000.850.850.60.60.50.50.50.511122025353540400000000009992660001013111620222731000000000000000008131Volume base alargada (Franki) (L)FALSETRUEFALSEFALSEFALSEFALSEFALSEFALSE01000000111TRUE11224413131000.6325000000000000714-3-30008.1920dp000.000.0000000.024350.00000.000000000.00000.00000.024350.8410.9213131313130010000000.80.80.650.650.50.50.50.504.26666666670000004.2666666667010000000.850.850.60.60.50.50.50.51112202535354040000000000131313255000101311162022273100000000000000000915litrosFALSETRUEFALSEFALSEFALSEFALSEFALSEFALSE01000000111TRUE11224415151000.6325000000000000614-2-20009.4520dp0.450.450.1590.1590431281sp0.159000.024350.00000.000000000.00000.00000.024350.8412.615151515150010000000.80.80.650.650.50.50.50.504.80000004.8010000000.850.850.60.60.50.50.50.511122025353540400000000001515152440001013111620222731000000000000000001016FALSETRUEFALSEFALSEFALSEFALSEFALSEFALSE01000000111TRUE11224416161000.6325000000000000514-1-100010.0820B0.816dp0.45000.024350.00000.000000000.00000.00000.024350.8413.4416161616160010000000.80.80.650.650.50.50.50.505.06666666670000005.0666666667010000000.850.850.60.60.50.50.50.5111220253535404000000000016161623300010131116202227310000000000000000011141Tipo de carregamento mtodo "P.P.C.V"FALSEFALSETRUEFALSEFALSEFALSEFALSEFALSE00100000111TRUE1122441414100000.7300000000000414001019.8420208*dp3.644000.00000.034230.000000000.00000.00000.034230.78210.94814141414140001000000.80.80.650.650.50.50.50.5003.6833333333000003.6833333333001000000.850.850.60.60.50.50.50.511122025353540400000000001414142220001013111620222731000000000000000001218Compresso*FALSEFALSETRUEFALSEFALSEFALSEFALSEFALSE00100000111TRUE1122441818100000.73000000000003141101112.6540203,5*dp1.57522000.00000.034230.000000000.00000.00000.034230.78214.07618181818180001000000.80.80.650.650.50.50.50.5004.55000004.55001000000.850.850.60.60.50.50.50.511122025353540400000000001818182110001013111620222731000000000000000001350FALSEFALSETRUEFALSEFALSEFALSEFALSEFALSE00100000111TRUE1122445040100000.73000000000002142201128120020Qlu87.0849483575000.00000.034230.000000000.00000.00000.034230.78231.2850505050500001000000.80.80.650.650.50.50.50.50011.48333333330000011.4833333333001000000.850.850.60.60.50.50.50.5111220253535404000000000040404020040400010131116202227310044000000440000000001423Resultado dos MtodosFALSEFALSETRUEFALSEFALSEFALSEFALSEFALSE00100000111TRUE1122442323100000.73000000000001143301116.169020Qpu49.3972051528000.00000.034230.000000000.00000.00000.034230.78217.98623232323232323001000000.80.80.650.650.50.50.50.5005.6333333333000005.6333333333001000000.850.850.60.60.50.50.50.5111220253535404000276000002762323232-1-123230010131116202227310025300000253000000001526FALSEFALSETRUEFALSEFALSEFALSEFALSEFALSE00100000111TRUE1122442626100000.73000000000000040000221780Qu136.4821535104000.00000.034230.000000000.00000.00000.034230.782598262626262626000000000.80.80.650.650.50.50.50.5000000000001000000.850.850.60.60.50.50.50.51112202535354040003120000031226262-200001013111620222731000000000000000001628Carga admissvel da estaca (t)FALSEFALSETRUEFALSEFALSEFALSEFALSEFALSE00100000111TRUE1122442828100000.7300000000000-1040000211840Qadm54.5928614041000.00000.034230.000000000.00000.00000.034230.782282828282828000000000.80.80.650.650.50.50.50.5000000000001000000.850.850.60.60.50.50.50.51112202535354040003360000033628282-3000-11013111620222731000000000000000001728Capacidade de carga total da estaca (t)FALSEFALSETRUEFALSEFALSEFALSEFALSEFALSE00100000111TRUE1122442828100000.7300000000000-204000020000.00000.034230.000000000.00000.00000.034230.782282828280000000000.80.80.650.650.50.50.50.5000000000001000000.850.850.60.60.50.50.50.5111220253535404000000000028282-4000-21013111620222731000000000000000001832Capacidade de carga resistncia de ponta (t)FALSEFALSETRUEFALSEFALSEFALSEFALSEFALSE00100000111TRUE1122443232100000.7300000000000-30400002-1000.00000.034230.000000000.00000.00000.034230.782323232320000000000.80.80.650.650.50.50.50.5000000000001000000.850.850.60.60.50.50.50.5111220253535404000000000032322-5000-31013111620222731000000000000000001945Capacidade de carga atrito lateral (t)FALSEFALSETRUEFALSEFALSEFALSEFALSEFALSE00100000111TRUE1122444540100000.7300000000000-40400002-2000.00000.034230.000000000.00000.00000.034230.782454545450000000000.80.80.650.650.50.50.50.5000000000001000000.850.850.60.60.50.50.50.5111220253535404000000000040402-6000-41013111620222731000000000000000002045FALSEFALSETRUEFALSEFALSEFALSEFALSEFALSE00100000111TRUE1122444540100000.7300000000000-50400002-3000.00000.034230.000000000.00000.00000.034230.782454545450000000000.80.80.650.650.50.50.50.5000000000001000000.850.850.60.60.50.50.50.5111220253535404000000000040402-7000-51013111620222731000000000000000002148Pedro Paulo Costa Velloso87.149.4136.554.6FALSEFALSETRUEFALSEFALSEFALSEFALSEFALSE00100000111TRUE1122444840100000.7300000000000-60400002-4000.00000.034230.000000000.00000.00000.034230.782484848480000000000.80.80.650.650.50.50.50.5000000000001000000.850.850.60.60.50.50.50.5111220253535404000000000040402-8000-6101311162022273100000000000000000Licenciado para:2253Aoki-Velloso35.431.767.233.6FALSEFALSETRUEFALSEFALSEFALSEFALSEFALSE00100000111TRUE1122445340100000.7300000000000-70400002-5000.00000.034230.000000000.00000.00000.034230.782535050500000000000.80.80.650.650.50.50.50.5000000000001000000.850.850.60.60.50.50.50.5111220253535404000000000040402-9000-71013111620222731000000000000000002355Decourt-Quaresma86.949.0135.979.1FALSEFALSETRUEFALSEFALSEFALSEFALSEFALSE00100000111TRUE1122435540100000.7300000000000-80400002-6000.00000.034230.000000000.00000.00000.034230.782555050500000000000.80.80.650.650.50.50.50.5000000000001000000.850.850.60.60.50.50.50.5111220253535404000000000040402-10000-81013111620222731000000000000000002460Alberto Henriques Teixeira104.627.6132.276.6FALSEFALSETRUEFALSEFALSEFALSEFALSEFALSE00100000111TRUE11213116040100000.7300000000000-90400002-7000.00000.034230.000000000.00000.00000.034230.782605050500000000000.80.80.650.650.50.50.50.5000000000001000000.850.850.60.60.50.50.50.5111220253535404000000000040402-11000-910131116202227310000000000000000025Urbano Rodrigues Alonso97.059.3156.378.2FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE1010101000000000000000000-100400002-8000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-1010131116202227310000000000000000026FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-110400002-9000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-1110131116202227310000000000000000027Mdia dos processos82.243.4125.664.4FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-120400002-10000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-1210131116202227310000000000000000028FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-130400002-11000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-1310131116202227310000000000000000029FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-140400002-12000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-1410131116202227310000000000000000030FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-150400002-13000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-1510131116202227310000000000000000031FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-160400002-14000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-1610131116202227310000000000000000032FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-170400002-15000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-1710131116202227310000000000000000033FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-180400002-16000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-1810131116202227310000000000000000034FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-190400002-17000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-1910131116202227310000000000000000035FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-200400002-18000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-2010131116202227310000000000000000036FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-210400002-19000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-2110131116202227310000000000000000037FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-220400002-20000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-2210131116202227310000000000000000038FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-230400002-21000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-2310131116202227310000000000000000039FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-240400002-22000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-2410131116202227310000000000000000040FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-250400002-23000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-2510131116202227310000000000000000041FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-260400002-24000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-2610131116202227310000000000000000042FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-270400002-25000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-2710131116202227310000000000000000043FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-280400002-26000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.5000000000000000000.850.850.60.60.50.50.50.511122025353540400000000002000-2810131116202227310000000000000000044FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE00000000000TRUE100000000000000000000000-290400002-27000.00000.00000.000000000.00000.00000.00000000000000000.80.80.650.650.50.50.50.500000000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seo circular10100224014123.2712.5810.0150.455981952326287757.35924185006930000000000000Lado seo quadrada6930346.504dp1.822346.5Urbano Rodrigues Alonso1dp0.4501Qlu104.6150353645QluQpuQuQadmspt8dbspt8db3db8acima3 abaixoQpu27.554221941200.00.00.00.041414-10-100004010010.010.015.015.020.020.020.020.0000000000000000000Qu132.169257305800.00.00.00.041314-9-90004010010.010.015.015.020.020.020.020.0000000000000000000Qadm Estacas cravadas e raiz66.084628652900.00.00.00.061214-8-80006010010.010.015.015.020.020.020.020.0000000000000000000Qadm Estacas escavas em 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Programa para clculo de carga admissvel de estacas com senha de proteoA proteo inserida nas planilhas trabalham de forma a preservar frmulas e resultados. O programa foi desenvolvido para que seja desconfigurado e desprogramado no caso de violao das senhas com qualquer tipo de modificao dentro da rea protegida. O Site Engenharia e o autor do programa no se responsabilizam por resultados errados resultantes de dados inseridos incorretamente.A proteo garante a integridade das normas e frmulasInformaes www.sitengenharia.com.brO campo, "nmero de golpes" (NSPT), dever estar devidamente preenchido nas casas das respectivas cotas de profundidades, "cota (m)". O programa realiza os clculos a partir dos valores inseridos, por isto h a necessidade dos campos estarem preenchidos apenas com nmeros inteiros igual ou maiores que 1.Para realizar os clculos em todos os processos, o programa necessitar que clulas, alm da cota de apoio da estaca, tambm estejam preencidas, ex: Caso sua estaca tenha 600 mm de dimetro, o programa calcular a carga admissvel a partir da cota de apoio da estaca, mais 3,5 x o dimetro da estaca. Ento, 3,5 x 0,6 = 2,1, arredonda-se para 2. Isto significa que o programa necessita de 2 metros a mais de preenchimento da sondagem alm do comprimento da estaca. Se a estaca possue 12m de profundidade ou comprimento, ento precisaremos de 14 metros de sondagem preenchida.

Aps inserir os valores dos golpes em suas respectivas cotas necessrio que os tipos de solos estejam devidamente preenchidos. Neste campo, "tipos de solos", o programa entender quando marcado apenas uma opo por linha e no mais. Isto se aplica apenas nas casas com valores de SPT preenchidas. Nas clulas no preencidas com os valores de SPT "golpes" e se nestas linhas estiverem marcados tipos de solos, o programa tambm no permitir que os resultados sejam lanados .O campo "dimetro da estaca", dever ser preenchida com valores em milmetros. Este valor ser necessrio para o clculo da carga admissvel de ponta e para o clculo da rea lateral da estaca. Em "volume da base alargada" em Litros, o programa far os clculos do dimetro da base a partir do volume obtido deste. 1-Pedro Paulo C. Velloso 2-Aoki-Velloso 3-Decourt-Quaresma 4-Alberto H. Teixeira 5-Urbano R. Alonso 6 - Mdia dos processosAteno: As clulas marcadas por asterscos (*), so clulas com opcionais, clique sobre esta clula e escolha a melhor opo.Ateno: Procure no apagar ou excluir clulas fora da rea de insero de dados. As clulas ligadas aos marcadores de "tipo de solo" no podem ser bloqueadas e, por isto, caso sejam apagadas, estas criaro resultados errados.Ateno: "No caso especfico de estacas escavadas, a carga admissvel deve ser de no mximo 1,25 vezes a resistncia do atrito lateral calculada na ruptura. Quando superior a esse valor, o processo executivo de limpeza da ponta deve ser especificado pelo projetista e ratificado pelo executor." Neste programa, o valor da carga admissvel da estaca escavada dado pela soma das resistncias de atrito lateral e ponta, dividido pelo coeficiente de segurana (definido pelo autor do processo). Quando o resultado da carga admissvel for superior a 1,25 vezes a resistncia lateral, o programa retornar com a fonte em vermelho, ex: 178,4.Ateno: Para carga admissvel, a capacidade de carga total deve ser dividida pelo coeficiente de segurana (CS). Os coeficientes de segurana (CS) utilizados nos mtodos so os estipulados pelo seus respectivos autores. A Norma estipula valor mnimo para CS igual a 2.1-Pedro Paulo C. Velloso 2-Aoki-Velloso 3-Decourt-Quaresma 4-Alberto H. Teixeira 5-Urbano R. Alonso 1 2 3 4 5

Memria de clculoPlanilha clculo carga admissvel estacas12:00:00 AM7/18/13 10:09EdificaoPlanilha clculo carga admissvel estacas12:00:00 AM7/18/13 10:09EdificaoPlanilha clculo carga admissvel estacas12:00:00 AM7/18/13 10:09EdificaoCliente/emp.cidadeCliente/emp.cidadeCliente/emp.cidadeProfissionalFBIO DE SOUZA SODRE CREA:16089D PA Obra:ProfissionalFBIO DE SOUZA SODRE CREA:16089D PA Obra:ProfissionalFBIO DE SOUZA SODRE CREA:16089D PA Obra:

MtodoMtodoMtodoMtodoMtodoPedro Paulo Costa VellosoAoki-VellosoDcourt-QuaresmaAlberto Henriques TeixeiraUrbano Rodrigues AlonsoCOTASPTTipo do soloSPT consideradoCi t/m.NCp t/m.N (acima)Cp t/m.N (abaixo)COTASPTTipo do soloSPT considerado(%).K(t/m)(%).K(t/m).NCOTASPTTipo do soloSPT considerado1/3.N.K.NCOTASPTTipo do soloSPT considerado.NCOTASPTTipo do soloSPT considerado8db (acima)3db (abaixo)PPCV

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CompressoTraoi1i0i0.5F13p1p0p0.5F26