catalago corey

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Catalogo de acero placa de acero vigas ips vigas ipr varilla ptr tubulares

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  • Productoslistado de pesos y medidas

  • uestra Misin es ofrecer al mercado, productos y servicios en los mejores trmi-

    nos de calidad y competitividad para ser un medio permanente de desarrollo profesional y econmico.

  • 1/23/41

    1 1/41 1/2

    22 1/2

    345

    6 5/81/23/41

    1 1/41 1/2

    22 1/2

    34

    6 5/81/23/41

    1 1/41 1/2

    22 1/2

    345

    6 1/46 5/8

    131925323851647610212716813192532385164761021681319253238516476102127159168

    0.8401.0501.3151.6601.9002.3752.8753.5004.5005.0006.6250.8401.0501.3151.6601.9002.3752.8753.5004.5006.6250.8401.0501.3151.6601.9002.3752.8753.5004.5005.0006.2506.625

    1.9051.9051.9052.2862.2862.6672.6673.0483.0483.1754.7802.7692.8703.3783.4293.6833.9124.7755.5885.5887.1122.2862.4132.6422.7942.8963.0483.6833.8103.9623.9623.9626.350

    141414131312121111

    1/83/16

    1212101099

    3/1655

    13131212111199888

    1/4

    0.911.161.562.352.713.964.846.758.749.6919.231.271.682.653.494.375.558.4312.2515.9829.651.071.442.002.713.244.306.297.9910.7712.0115.1125.33

    5.466.969.3614.1016.2623.7629.0440.5052.4458.14115.387.6210.0815.9020.9426.2233.3050.5873.5095.88177.90

    6.428.6412.0016.2619.4425.8037.7447.9464.6272.0690.66151.98

    1.1631.4821.8852.8643.3024.8316.9678.55111.08412.35124.5281.6152.1463.1864.3135.1586.93210.99414.37720.47836.0091.3681.8392.5533.4564.1275.4858.02310.18513.73515.31619.26832.303

    0.551.142.355.718.7520.1242.5878.65171.24236.87820.30

    0.711.543.648.1012.9027.7163.67125.58301.041171.37

    0.631.373.046.7310.6622.5648.3692.36209.29290.12577.451060.33

    0.5190.8571.4052.7093.6246.67011.66217.69529.96237.30397.4950.6671.1562.1773.8445.3469.18717.43628.25352.676139.220

    0.5901.0241.8213.1924.4177.47813.24420.77936.62145.68972.749126.024

    0.690.8781.1161.4121.6272.0412.4723.0333.93

    4.3795.7830.6640.8481.0681.3711.5811.9992.4062.9553.8345.7040.6780.8621.0921.3951.6072.0282.4553.0113.9044.3255.4745.729

    21.3426.6733.4042.1648.2660.3373.0388.90114.30127.00168.3021.3426.6733.4042.1648.2660.3373.0388.90114.30168.2821.3426.6733.4042.1648.2660.3373.0388.90114.30127.00158.75168.28

    0.0750.0750.0750.0900.0900.1050.1050.1200.1200.1250.1880.1090.1130.1330.1350.1450.1540.1880.2200.2200.2800.0900.0950.1040.1100.1140.1200.1450.1500.1560.1560.1560.250

    CEDNo.

    30

    40

    PG*

    CALIBREDIAMETRONOMINAL

    pulg. mm.

    DIAMETROEXTERIOR

    pulg. mm.

    PESO

    kg/m

    TRAMO6.00 Mt.

    kg/pieza

    REA

    cm2

    MOMENTODE INERCIA

    cm4

    MOMENTODE SECCIN

    cm3

    RADIODE GIRO

    cmpulg. mm.

    ESPESOR

  • ESPESOR PESO TERICO PESO APROXIMADO POR HOJA

    mm kg/m2 kg/pie2pulgadas 5 x 20 6 X 20 7 x 20 8 X 20 10 X 20

    3/161/45/163/87/161/29/165/8

    11/163/47/81

    1 1/81 1/41 3/81 1/21 5/81 3/4

    22 1/42 1/2

    3

    0.1880.2500.3130.3750.4380.5000.5630.6250.6880.7500.8751.0001.1251.2501.3751.5001.6251.7502.0002.2502.5003.000

    4.786.357.959.5311.1312.7014.3015.8817.4819.0522.2325.4028.5831.7534.9338.1041.2844.4550.8057.1563.5076.20

    37.8450.3862.9375.5788.10100.77113.27125.96138.44151.15176.34201.53226.72251.92277.11302.30327.49352.68403.07453.45503.83604.60

    3.524.685.857.028.189.3610.5211.7012.8614.0416.3818.7221.0623.4025.7428.0830.4232.7637.4542.1346.8156.17

    352468585702818936

    1,0521,1701,2861,4041,6381,8722,1062,3402,5742,8083,0423,2763,7454,2134,6815,617

    422562702842982

    1,1231,2631,4041,5431,6851,9662,2472,5282,8083,0893,3703,6513,9324,4945,0555,6176,740

    492655818983

    1,1461,3111,4731,6381,8011,9662,2942,6212,9493,2773,6043,9324,2594,5875,2425,8986,5537,864

    562749935

    1,1231,3101,4981,6841,8722,0582,2472,6212,9963,3703,7454,1194,4934,8685,2425,9916,7407,4898,987

    703936

    1,1691,4041,6371,8722,1052,3402,5722,8083,2763,7454,2134,6815,1495,6176,0856,5537,4898,4259,36111,234

    FRMULAS PARA CALCULAR EL PESO APROXIMADO DEUNA PLANCHA EN CUALQUIER DIMENSIN

    P = e x a x I x Pe

    P = peso en kgs.e = espesor en pulgadasa = ancho en pulgadasI = largo en pulgadasPe = peso especfico en kg/pulg3 = 0.130

    EJEMPLO

    0.500 72 240sustituyendo en la frmula:

    P = 0.500 x 72 X 240 x 0.130 =1,123 kgs

    P = e x a x I x fc

    P = peso en kgs.e = espesor en pulgadasa = ancho en metrosI = largo en metrosfc = factor de conversin = 201.2

    EJEMPLO:espesor ancho largo

    0.500 1.83 6.10

    sustituyendo en la frmulaP = 0.500 x 1.83 X 6.10 x 201.2 =

    1,123 kgs

    espesor ancho largo

    20 GRUPO CORCAL ACERO VGS

    PLAC

    A A

    NC

    HA

    CO

    N O

    RIL

    LA R

    ECO

    RTAD

    A