calculo de espesores y refuerzo esp pprueba asme b31

Post on 26-Sep-2015

52 Views

Category:

Documents

9 Downloads

Preview:

Click to see full reader

DESCRIPTION

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

TRANSCRIPT

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

top related