Sheet1

Peso TotalERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!

ERROR:#REF!ToneldasmERROR:#REF!1.8288

PESOS DE LAMINAS Y TUBERAST 20000 BLST 30000 BLST 50000 BLST 100000 BLSLAMINAS286.3636363636Altura/diametroPerimetro/radioAreaAltura/diametroPerimetro/radioAreaAltura/diametroPerimetro/radioAreaAltura/diametroPerimetro/radioArealargo (m)ancho (m)espesor (mm)TonKGCant.Total (kg)42.6180.6422596.7287549.21206.088963379.85894452257.61125281.029652367.567210751.340662.438250.02532,93512,93557.528.7565.632.8824111758.5peso30000peso50000peso100000pesoLAMINAS166530.6410.375262224.4430.438349024.5340.375373954.8580.881244996.0523rea (m2)Espesor (mm)TonKgCantTotal (KG)255059.8420.313218520.3690.375299163.8870.313311629.0490.63889282.89451385554.70750.00554707.5154707.5348705.0230.250174816.2960.313249303.2390.250249303.2390.50711426.3156437394.8140.250174816.2960.250199442.5910.250249303.2390.38533569.7367TUBERIA527025.250.250174816.2960.250199442.5910.250249303.2390.310441084.315672Diametro (OD; pulg)Espesor (pulg)Peso (Lib/pie)kg/mLong. (m)Total (Kg)617894.4560.250174816.2960.250199442.5910.250249303.2390.310441084.31567260.2515.3522.806136.79713764.9670.250199442.591Fondo98473.5CUERPO1,180,009.991695262.0241682796.8624261443.630444
Aristobulo: Aristobulo:techo54707.5FONDO470,786.92621049.08096970389.1891949218.05078NGULOS DE 2"X2"X7MM419555.92TECHO318,099.27414032.72064646926.1261317039.223550X50X7PESO (KG/M)LONG (m)KGpeso totaltotallibras1,968,896.192730343.8253300112.1777527700.9047245.15132679.8angulo679.8Kgm886,003.281,228,6551,485,0503,387,465Columnas7818.12Estructura techo952018017.921pie 3 de acero pesa 490 lbPeso tanque Kg.437,573.841metro 3 de acero pesa 7850 kgdatos tanques

# anillos6Altura (m)10.97Diametro (m)19.7Radio9.85rea fondo (m2)304.805886Altura liquido Agua externa (m)1.4355819887Perimetro (m)61.88952Altura/anillo1.8283333333rea primer anillo (m2)113.1546724- Shell (6): A-283 Gr C: 0.25in. -rea otros anillos (m2)565.773362- Shell (5): A-283 Gr C: 0.25in. -- Shell (4): A-283 Gr C: 0.25in. -Peso estimado tk53.7224- Shell (3): A-283 Gr C: 0.25in. -- Shell (2): A-283 Gr C: 0.3125in. -- Shell (1): A-283 Gr C: 0.375in.

kgrsPESOS TEORICOS EN KGRS. PARA DIMENSIONES COMERCIALES

CALIBREM.S.G.U.S.G.1x2 MTS.m.mKGS/LAMKGS/LAMm.mKGS/LAMKGS/LAMESPESORES1.22X2.44 MTS1.83x6.09 MTS2.44x6.09 MTS4X8 pies 2X1 MT.4X8 pies2X1 MT.Pulg. M.m4X8 pies6X20 pies8X20 pies113.03872.5948.853.17574.1949.851/8 3.175175279371122.65763.4842.722.77864.9243.613/16 4.7676112418560132.27854.4436.642.38155.6437.381/4 6.35101150558748141.89745.3430.511.98446.3631.155/16 7.94126187698935151.70940.8527.491.78641.7428.043/8 9.531512248381122161.51936.2924.431.58837.1124.931/2 12.7020229911161496171.36732.6521.941.42933.3922.445/8 15.8825337413961870181.21429.0119.521.2729.6819.943/4 19.0530344816742244191.06225.3717.071.11125.9617.441 25.4040359722322991200.91221.7914.660.95222.2514.9511/4 31.7550474727903739210.87619.9713.440.87320.4013.7111/2 38.1060489633484486220.75918.1512.210.79418.5512.472 50.80806119544645982230.68316.3310.990.71416.6811.212 1/4 57.159061344240.60714.519.760.63514.849.972 1/2 63.5010071493250.53112.698.540.55612.998.733 76.2012081792260.45510.877.310.47611.127.483 1/2 88.9014102090270.4179.966.70.43710.216.864 101.6016112389280.3789.046.090.3979.286.235 127.0020142986290.3438.195.510.3578.345.616 152.3024153581300.3057.284.90.3187.434.998 203.2032224778

COLDLAMINAS Y FLEJES COLD ROLLED

CLASEAPLICACIONESASTM A366DIN 1613JIS G 3141 SmboloClase de RevenidoDureza HRBAngulo doblado Radio interiorResist.TraccinA%kg/mm21General comercialA 568BL-I 4ST12SPCCATal como est recocido180 Totalmente cerrado28mn32mn2Estampado Profundo A 6194ST13SPCDSCon acabado de laminacin180 Totalmente cerrado28mn.36mn.3Estampado ExtraprofundoA 620RR ST14SPCE8Con 1/8 de dureza50 71180 Totalmente cerrado28mn36mn.4Con 1/4 de dureza65-801800.5 vez el espesorACABADO2Con 1/2 de dureza74-891801.0 vez el espesorB BRILLANTE1Duro85 msD MATEPara Tolerancias de espesores y dimensiones consultar nuestro Dpto.Tcnico

hotACEROS ESTRUCTURALES

LAMINAS Y PLANCHAS HOT ROLLEDDESIGNACIONCOMPOSICION QUIMICAPROPIEDAES MECANICAS

AplicacionesASTMDIN 17100CMnSiSm'axPm'axResistenciaLmite ElsticoAlargamiento %a la Traccin200mm 50mmEstructuras en GeneralA-36ST 33-1.20.29 mx0.8-1.20.20.050.0541-56kg/mm223-25kg/mm220 23

Tanques almacenamientoA-283 Gr.CRST 37-1.20.18 mx0.5-0.90.3-0.030.0339-46 kg/mm221kg/mm220 23

construccion naval en generalA-131 Gr.ARST 34-1.20.26__0.050.0541-50 kg/mm223kg/mm221 24

Recipientes a presin paraA-515 Gr.700.35 mx0.9 mx0.3-0.0350.0449-63kg/mm227kg/mm217 21servicios a Temperatura inter-medias y altas.B NbTiResistencia a la AbrasinA-514 Gr.ARQT 6010.20 mx1.50 mx0.0030.060.015/0.040.03571-87 kg/mm264kg/mm219

Canales

TIPO AMERICANO -PERFILES EN UDIMENSIONESAREAPESOMOMENTO DE INERCIAMODULO DE SECCINhbstr1r2cm2kg./mlxlywxwymmcm4cm3C3x4.176.235.84.36.96.92.57.686.1066.68.3218.03.44C4X5.4101.640.14.67.57.12.810.108.04158.013.3031.14.75C6X8.2152.448.85.18.77.63.015.4012.20541.029.1070.58.19C8X11.5203.257.45.69.98.13.321.7017.101344.054.10133.012.90C10X15.3254.066.06.111.18.63.628.8022.802785.095.70220.019.70C12X20.7304.874.77.112.79.74.338.9030.805332.0162.00351.027.90C12X30304.880.512.912.79.74.356.7044.606707.0216.00441.034.40C15X40381.089.413.216.512.76.175.5059.5014410.0387.00757.055.70Requerimiento QumicoPERFIL TIPO EUROPEO UPNC100100506.008.58.54.5013.5010.60206.0029.3041.28.49C = 0.26 mx.C160160657.5010.510.55.5024.0018.80925.0085.30116.018.30P = 0.040 mx.C200200758.5011.511.56.0032.2025.301.910.00148.00191.027.00S = 0.050 mx.C2602609010.0014.014.07.0048.3037.904.820.00317.00371.047.70Si = 0.40 mx.C30030010010.0016.016.08.0058.8046.208.030.00495.00535.067.80

Vigas IPE

PERFIL TIPO EUROPEO IPEDIMENSIONESAREAPESOMOMENTODE INERCIAMODULO DE SECCIONhbstrcm2kg./mtx tywx wymmcm4cm3IPE 8080463.85.257.64 6.080.18.4920.03.69IPE 100100554.15.7510.308.1171.015.9034.25.79IPE 120120644.46.3713.2010.4318.027.7053.08.65IPE 140140734.76.9716.4012.9541.044.9077.312.30IPE 160160825.07.4920.1015.8869.068.30109.016.70IPE 180180915.38.0923.9018.81320.0101.00146.022.20IPE 2002001005.68.51228.5022.41940.0142.00194.028.50IPE 2202201105.99.21233.4026.22770.0205.00252.037.30IPE 2402401206.29.81539.1030.73890.0284.00324.047.30IPE 2602701356.610.21545.9036.15790.0420.00429.062.20Requerimiento QumicoIPE 3003001507.110.71553.8042.28360.0604.00557.080.50IPE 3403301607.511.51862.6049.111770.0788.00713.098.50C = 0.26 mx.IPE 3603601708.012.71872.7057.116270.01040.00904.0123.0P = 0.040 mx.IPE 4004001808.613.52184.5066.323120.01320.001160.0146.0S = 0.050 mx.IPE 4504501909.414.62198.8077.633740.01680.001500.0176.0Si = 0.40 mx.IPE 50050020010.216.021116.0090.748200.02140.001930.0214.0IPE 55055021011.117.224134.00106.067120.02670.002440.0254.0IPE 60060022012.019.024156.00122.092080.03387.003069.0308.0

Vigas IPN

PERFILES TIPO EUROPEO IPNDIMENSIONESAREAPESOMOMENTRO DE INERCIAMODULO DE SECCIONhbstrrcm2kg/mtxtywxwymmcm2cm3IPN 8080423.95.93.92.37.585.9477.86.2919.53.00IPN 100100504.56.84.52.710.608.34171.012.2034.24.88IPN 120120585.17.75.13.114.2011.10328.021.5054.77.41IPN 140140665.78.65.73.418.3014.30573.035.2081.910.70IPN 160160746.39.56.33.822.8017.90935.054.70117.014.80IPN 180180826.910.46.94.127.9021.901450.081.30161.019.80IPN 200200907.511.37.54.533.5026.202140.0117.0214.026.00IPN 220220988.112.28.14.939.6031.103060.0162.0278.033.10IPN 2402401068.713.18.75.246.1036.204250.0221.0354.041.70IPN 2602601139.414.19.45.653.4041.905740.0288.0442.051.00Requerimiento QumicoIPN 30030012510.816.210.86.569.1054.209800.0451.0653.072.20IPN 34034013712.218.312.27.386.8068.0015700.0674.0923.098.40C = 0.26 mx.IPN 36036014313.019.513.07.897.1076.1019610.0818.01090.0114.00P = 0.040 mx.IPN 40040015514.421.614.48.6118.0092.4029210.01160.01460.0149.00S = 0.050 mx.IPN 45045017016.224.316.29.7147.00115.0045850.017.30.02040.0203.00Si = 0.40 mx.IPN 50050018518.027.018.010.8180.00141.0068740.02480.02750.0268.00IPN 55055020019.030.019.011.9213.00167.0099180.03490.03610.0349.00IPN 60060021521.632.421.613.0254.00199.00139000.04670.04630.0434.00

Vigas WF

PERFIL AMERICANO WFDIMENSIONESAREAPESOMOMENTOMODULODE INERCIADE SECCIONhbstrcm2kg./mlxlywxwymmcm4cm3wf 4"x131021006.59.4624.519.343815886.231.5wf 4"x16.31071007.912.0624.524.2583200109.040.1wf 5"x161271276.19.1830.923.8891313140.049.2wf 5"x191311286.910.9830.428.21093380167.059.5wf 6"x151521525.86.6635.922.41212388159.051.0wf 6"x201571536.69.3628.629.71723553219.072.3wf 6"x251621548.111.6637.937.22223710274.092.0wf 8"x182071335.88.4847.326.72578332249.049.7wf 8"x212101346.310.2834.031.23133407298.060.8wf 8"x242011656.210.21039.835.93446761342.092.3wf 8"x282051667.211.81045.741.84080901399.0109.0wf 8"x312032037.2111053.246.245741543450.0152.0wf 8"x352062047.912.61058.952.152691772511.0174.0Requerimiento Qumicowf 8"x402102059.114.21066.459.560932043582.0199.0wf 10"x222581466.19.1875.832.84920475381.065.1C = 0.26 mx.wf 10"x262621476.611.2841.838.66002587458.080.1P = 0.040 mx.wf 102x302661487.613849.144.87071695532.094.2S = 0.050 mx.wf 102x332472027.411.01357.049.270971523574.0151.0Si = 0.40 mx.wf 10"x392522038.013.51362.658.187011874691.0185.0wf 10"x452572048.915.71374.067.2103202221805.0218.0NORMAS TECNICASwf 10"x492532548.614.21385.673.1113403887895.0306.0wf 10"x6026025610.717.31393.189.44348351093.0378.0SISTEMA INGLES:wf 10"x7726925913.522.113114.0115.04363921408.0494.0ASTM A 36/ A36M-96wf 10"x10028226317.328.413146.0149.04386011838.0655.0wf 12"x263101655.89.78190.038.743721548.087.5wf 12"x303131666.611.2849.344.543847633.0102.0TORERANCIAS DIMENSIONALESwf 12"x353171677.613.2866.752.4431020747.0122.0wf 12"x403032037.513.1876.159.8431836850.0180.0ISO 657/V - 1976 (E)wf 12"x453062048.514.6885.266.9432081952.0203.0wf 12"x503102059.416.3894.874.44323431060.0228.0wf 12"x583102549.116.315110.086.34344561278.0351.0wf 12"x653083059.915.415123.096.74372561441.0476.0

TorqueTorque bridas

PROCEDIMIENTO SOFTWAREDiametro exterior empaque (OD)(In)30.25Diametro interior empaque (ID)(In)20N5.125# de bolt28m3bo2.5625y10000Presion (Psi)1225b0.8003905297diametro bolt (Db)(In)1coeficiente friccion (K)0.2G28.6492189406

MSF720386.583632064

MOBL1318764.53887914

Total carga1318764.53887914

Carga/bolt47098.733531398

Torque Bolt (LB-Ft)784.97889219

Procedimiento AMEsfuerzo admisible (Sa) (Psi)40000Area en la raiz de la rosca (Ar)(In2)0.929Diametro bolt (In)1K0.13Fuerza inicial aplicada (Fp)(Lb)37160Torque (Lb-Ft)(T)402.5666666667

T=((Sa/Ar)*K*D)/12

Vigas I

PERFIL TIPO EUROPEO DE ALA ANCHA HEA-HEBDIMENSIONESAREAPESOMOMENTODE INERCIAhbstrcm2kg./mlxlywxwymmcm4cm3HEA100961005.008.01221.216.734913472.826.8HEA1201141205.008.01225.319.9606231106.038.5HEA1401331405.508.51231.424.71030389155.055.6HEA1601521606.009.01538.830.41670616220.076.9HEA1801711806.009.51545.335.52510925294.0103.0HEA2001902006.5010.01853.842.336901340389.0134.0HEA2202102207.0011.01864.350.554101950515.0178.0HEA2402302407.5012.02176.860.377602770675.0231.0HEA2602502607.5012.52486.868.2104503670836.0282.0HEA2802702808.0013.02497.376.41367047601010.0340.0HEA3002903008.5014.027112.088.31826063101260.0421.0Requerimiento QumicoHEA3203103009.0015.527124.097.62293069901480.0466.0HEA3403303009.5016.527133.0105.02769074361678.0496.0C = 0.26 mx.HEA36035030010.0017.527143.0112.03309078871891.0526.0P = 0.040 mx.HEA40039030011.0019.027159.0125.04507085642311.0571.0S = 0.050 mx.HEB1001001006.010.01226.020.445016789.933.5Si = 0.40 mx.HEB1201201206.511.01234.026.7864318144.052.9HEB1401401407.012.01243.033.71510550216.078.5NORMAS TECNICASHEB1601601608.013.01554.342.62490889311.0111.0HEB1801801808.514.01565.351.238301360426.0151.0SISTEMA INGLES:HEB2002002009.015.01878.161.357002000570.0200.0ASTM A 36/ A36M-96HEB2202202209.516.01891.071.580902840736.0258.0HEB24024024010.017.021106.083.2112603920938.0327.0HEB26026026010.017.524118.093.01492051301150.0395.0TORERANCIAS DIMENSIONALESHEB28028028010.518.024131.0103.01927065901380.0471.0HEB30030030011.019.027149.0117.02517085601680.0571.0ISO 657/V - 1976 (E)HEB32032030011.520.527161.0127.03082092401930.0616.0HEB34034030012.021.527171.0134.03666096902156.0646.0HEB36036030012.522.527181.0142.043190101402400.0676.0HEB40040030013.524.027198.0155.057680108202884.0721.0