calculo de espesores y refuerzo esp pprueba asme b31

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CALCULO DE ESPESORES TOMANDO EN CUENTA EL CODIGO ASME ASME B31.3 ASME B31.4 Y ASME B31.8 Presión Pdiseño Diametro Esfuerzo Espesor Presión PMOP Localización Diámetro Esfuerzo 853.2 1279.80 12.750 20000 0.523 580.00 870.00 0.40 14.000 25000 600 900.00 48.000 17300 1.348 284.40 426.60 0.40 18.000 30000 300 450.00 42.000 23300 0.527 284.40 426.60 0.40 24.000 30000 500 750.00 12.750 23300 0.328 720.00 1080.00 0.40 12.750 35000 800 1200.00 4.500 20000 0.257 711.00 1066.50 0.40 10.750 60000 1100 1650.00 10.750 23300 0.495 910.00 1365.00 0.40 16.000 42000 300 450.00 24.000 16000 0.459 1120.00 1680.00 0.40 30.000 46000 900 1350.00 18.000 16000 0.860 780.00 1170.00 0.40 8.625 25000 700 1050.00 16.000 20000 0.536 900.00 1350.00 0.72 20.000 52000 1000 1500.00 16.000 23300 0.627 1800.00 2700.00 0.40 18.000 60000 780 1170.00 10.750 16000 0.507 1350.00 2025.00 0.40 10.750 56000 Presión Diámetro Especificac Tempe. °F Esfuerzo 900 12 API X52 100 22000 600 14 API X52 200 22000 1200 6 API X56 200 23700 Presión PMOP Localización Diámetro Material 600 8 A 53 Gr A 100 16000 580.00 870.00 4 14.000 A25 800 4 A106 Gr B 100 20000 284.40 426.60 4 18.000 A 1100 10 A106 Gr C 200 23300 284.40 426.60 4 24.000 A 300 24 A 53 Gr A 100 16000 720.00 1080.00 4 12.750 B 750 16 A106 Gr A 100 16000 711.00 1066.50 4 10.750 X60 910.00 1365.00 4 16.000 X42 1120.00 1680.00 4 30.000 X46 780.00 1170.00 4 8.625 A25 1200.00 1800.00 4 20.000 X52 1800.00 2700.00 4 18.000 X60 1350.00 2025.00 4 10.750 X56

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Para las personas que se encargan de llevar a cabo trabajos en Pailería, es una muy buena guía

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EspesoresCALCULO DE ESPESORES TOMANDO EN CUENTA EL CODIGO ASMEASME B31.3ASME B31.4 Y ASME B31.8PresinPdiseoDiametroEsfuerzoEspesorPresinPMOPLocalizacinDimetroEsfuerzoEspesor853.21279.8012.750200000.523580.00870.000.4014.000250000.734600900.0048.000173001.348284.40426.600.4018.000300000.445300450.0042.000233000.527284.40426.600.4024.000300000.552500750.0012.750233000.328720.001080.000.4012.750350000.6178001200.004.500200000.257711.001066.500.4010.750600000.36411001650.0010.750233000.495910.001365.000.4016.000420000.775300450.0024.000160000.4591120.001680.000.4030.000460001.4959001350.0018.000160000.860780.001170.000.408.625250000.6307001050.0016.000200000.536900.001350.000.7220.000520000.48610001500.0016.000233000.6271800.002700.000.4018.000600001.1387801170.0010.750160000.5071350.002025.000.4010.750560000.611PresinDimetroEspecificacTempe. FEsfuerzo90012API X521002200060014API X522002200012006API X5620023700PresinPMOPLocalizacinDimetroMaterialEspesor6008A 53 Gr A10016000580.00870.00414.000A250.0008004A106 Gr B10020000284.40426.60418.000A0.000110010A106 Gr C20023300284.40426.60424.000A0.00030024A 53 Gr A10016000720.001080.00412.750B0.00075016A106 Gr A10016000711.001066.50410.750X600.000910.001365.00416.000X420.0001120.001680.00430.000X460.000780.001170.0048.625A250.0001200.001800.00420.000X520.0001800.002700.00418.000X600.0001350.002025.00410.750X560.000

ASTM A106 Gr B, a 200FASTM A 515 Gr 60 a 500FAPI 5L X56APROXIMADAMENTE ES CEDULA 80ASTM A 53 Gr AASTM A 106 Gr BASTM A 106 Gr CASTM A 53 Gr ACEDULA 60CEDULA 80CEDULA 60CEDULA 30CEDULA 80ASTM A 106 Gr A

ASME B314ASME B31.4 Y ASME B31.8PresinPMOPLocalizacinDimetroEsfuerzoEspesor680.001020.000.4014.000520000.468600.00900.000.6018.000460000.4181200.001800.000.5024.000560000.896720.001080.000.4012.750520000.456900.001350.000.4016.000560000.607800.001200.000.5036.000520000.956900.001350.000.4030.000560001.029780.001170.000.508.625420000.3651200.001800.000.4020.000520000.990900.001350.000.7218.000520000.450850.001275.000.6010.750460000.373

RefuerzosD cabezalD ramalMat Cab.Mat Ram.PresinTcTrtctrdA1A2ApA1+A2A3t18.0006.62520000233009900.7500.4320.4370.1385.7611.8041.1012.5172.905-0.388-0.07936.00014.000237002200012001.1320.4120.8930.37413.1763.1450.21711.7703.3628.4080.68124.0008.62523300200009001.2180.5000.4560.1917.6255.8071.8843.4817.691-4.210-0.63616.0008.625560004200011000.5140.4150.1560.1127.7952.7910.7791.2153.571-2.355-0.33820.00012.75020000200009900.6250.5000.4850.30911.7501.6400.5965.7032.2363.4670.32324.0004.50020000200009900.6880.2370.5820.1094.0260.4250.4402.3450.8641.4810.417

A1 = (Tc-tc) d A2 = 5Tc (Tr-tr)Ap = tc x dAp > A1 + A2; Necesita RefuerzoAp < A1 + A2; No necesita RefuerzoA3 = Ap (A1 + A2)A3 = t (2d-fr)t = A3/(2d-fr)tr = (P x r)/ (2Sr+0.8P)tc = (P x c)/(2Sc+0.8P)Sr = Esfuerzo mximo permisible del material de la ramal (psi)Sc = Esfuerzo mximo permisible del material del cabezal (psi)P = Presin mxima de trabajo (psi)t = espesor del refuerzoDonde:d = dimetro interior de la ramal.fr = dimetro exterior de la ramalfc = dimetro exterior del cabezalt = espesor necesario del refuerzo.tr = espesor necesario calculado para la ramal.tc = espesor necesario calculado para el cabezal.tcTccTrtr2.5Tc TcdddA1A2A3Apr

PpASME B31.4 Y ASME B31.8EspesorLocalizacinDimetroEsfuerzoPpMATERIAL0.4380.4014.00025000447.143A250.7500.4018.00030000833.333A1.2180.4024.000300001093.000A0.4060.4012.75035000617.098B0.5000.4010.750600001674.419X600.8440.4016.000420001509.900X420.6250.4030.00046000613.333X460.5940.408.625250001087.536A251.0310.4020.000520001884.480X520.9380.4018.000600002168.000X600.5940.4010.750560001954.530X56PresinLocalizacinDimetroMaterialEspesor580.00414.000A250.000284.40418.000A0.000284.40424.000A0.000720.00412.750B0.000711.00410.750X600.000910.00416.000X420.0001120.00430.000X460.000780.0048.625A250.0001200.00420.000X520.0001800.00418.000X600.0001350.00410.750X560.000

NRF 013P int (psi)Profundidad (m)P ext (psi)P int - P ext (psi)PMOP (psi)Dimetro (in)GradoZonaEspesor (in)90053.0075.366824.6341237.036.000560000.441.00680047.0066.834733.1661099.724.000520000.600.54190042.0059.724840.2761260.420.000560000.600.49385049.0069.678780.3221170.516.000520000.600.420120056.0079.6321120.3681680.612.750520000.600.459120039.0055.4581144.5421716.810.750520000.600.41390053.0075.366824.6341237.036.000560000.441.00690053.0075.366824.6341237.036.000560000.441.00690053.0075.366824.6341237.036.000560000.441.006

PesoCALCULO DE PESODimetro (in)Espesor (in)Longitud (m)Peso (Kg)D interio (dm)R interior (dm)Volumn (dm)Peso total (Kg)24.0001.21812.005297.745.4772562.7386282827.47141187228125.2116.0000.50012.001479.633.811.9051368.11339282847.7410.7500.40615.001002.252.5242521.262126750.66743167121752.926.6250.43214.00595.911.4632940.731647235.4410122574831.358.6250.40610.00530.901.9845020.992251309.3100126858840.2118.0000.81224.005329.214.1595042.0797523261.25855375998590.4724.0000.96923.008166.475.6037482.8018745672.518575188413838.9914.0000.43816.001512.133.3334961.6667481396.40294561852908.533.5000.21612.00135.430.7792720.38963657.2334975813192.668.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.218.6250.40610.00530.901.9845020.992251309.3100126858840.21