Perfiles L alas iguales

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Descripción

Perfil Comercial L laminado en frío.
Varias medidas de largo, hasta 6 metros, medidas especiales consultar a info@cerrajeriaindustrial.es o 916750343/645206880.

 Perfil b
mm
e
mm
r
mm
r1
mm
u
mm
c
cm
v1
cm
v2
cm
w
cm
A
cm2
Ix
cm4
Iz
cm4
Ih
cm4
Wx
cm3
Wh
cm3
ix
cm
iz
cm
ih
cm
w1
mm
w2
mm
w3
mm
a
mm
p
kg/m
 
L40.5405631551.161.641.422.833.795.438.62.261.911.371.21.510.772218112.97C
L40.6406631551.21.71.432.834.486.319.982.652.261.561.191.490.772218113.52C
L45.445473.51741.231.751.573.183.496.4310.22.671.971.531.361.710.882520132.74P
L45.545573.51741.281.811.583.164.37.8412.43.262.431.81.351.70.872520133.38P
L45.645673.51741.321.871.593.185.099.1614.53.822.882.051.341.690.872520134C
L50.450473.51941.361.921.753.543.898.9714.23.722.461.941.521.910.983020133.06P
L50.550573.51941.41.991.763.544.81117.44.543.052.291.511.90.973020133.77P
L50.650673.51941.452.041.773.545.6912.820.35.333.612.611.51.890.973020134.47C
L50.750773.51941.492.11.783.546.5614.623.16.114.162.911.491.880.963020135.15C
L50.850873.51941.522.161.83.547.4116.325.76.874.683.191.481.860.963020135.82C
L60.5605842331.642.322.114.245.8219.430.78.024.453.451.822.31.173525174.57P
L60.6606842331.692.392.114.246.9122.836.29.435.293.951.822.291.173525175.42P
L60.8608842331.772.52.144.249.0329.246.212.26.894.661.82.261.163525177.09C
L60.106010842331.852.612.174.2411.134.955.114.88.415.671.782.231.163525178.69C
L70.670694.52721.932.732.464.958.1336.958.515.37.275.592.132.681.374030216.38P
L70.770794.52721.972.792.474.959.442.367.117.58.416.272.122.671.364030217.38P
L70.870894.52722.012.852.474.9510.647.575.319.79.526.912.112.661.364030218.36C
L70.10701094.52722.092.962.54.9513.157.290.523.911.78.12.092.631.3540302110.3C
L80.88081053112.263.192.825.6612.372.211529.912.69.362.433.061.564535239.63P
L80.1080101053112.343.32.855.6615.187.513936.313.4112.413.031.5545352311.9C
L80.1280121053112.413.412.895.6617.910216142.718.212.52.3931.5545352314C
L90.8908115.53512.53.533.176.3613.910416643.116.112.22.743.451.7650402510.9P
L90.109010115.53512.583.653.196.3617.112720152.519.814.42.723.431.7550402513.4C
L90.129012115.53512.663.763.226.3620.314823461.723.316.42.73.41.7450402515.9C
L100.810081263902.743.873.527.0715.514523059.819.915.53.063.851.964560402512.2P
L100.10100101263902.823.993.547.0719.217728072.924.618.33.043.831.954560402515P
L100.12100121263902.94.113.577.0722.720732885.729.120.93.023.81.944560402517.8C
L100.15100151263903.024.273.617.0727.924939310435.624.42.983.751.934560402521.9C
L120.1012010136.54693.314.694.238.4923.23134971293627.53.674.632.365080402518.2P
L120.1212012136.54693.44.84.288.4927.536858415242.731.53.654.62.355080402521.6P
L120.1512015136.54693.514.974.318.4933.944570518552.437.13.624.562.335080402526.6C
L150.12150121685864.125.835.2910.634.8737117030367.7524.65.82.9550105452827.3P
L150.15150151685864.256.015.3310.643898143037083.561.64.575.762.9350105452833.8P
L150.18150181685864.376.175.3810.6511050167043598.770.44.545.712.9250105452840.1C
L180.15180151897054.987.056.3612.752.11590252065312292.65.526.963.5460135452840.9C
L180.18180181897055.17.226.4112.761.9187029607681451065.496.923.5260135452848.6C
L180.20180201897055.187.336.4412.768.3204032408431591155.476.893.5160135452853.7C
L200.16200161897855.527.817.0914.161.8234037209601621236.167.763.9460150502848.5C
L200.18200181897855.67.937.1214.169.12600413010701811356.137.733.9360150502854.2C
L200.20200201897855.688.047.1514.176.32850453011701991466.117.73.9260150502859.9C
L200.24200241897855.848.267.2114.190.63330528013802351676.067.643.960150502871.1C
It = Módulo de torsión de la sección Ia = Módulo de alabeo de la sección u = Perímetro de la sección
a = Diámetro del agujero del roblón normal w = Gramil, distancia entre ejes de agujeros h1 = Altura de la parte plana del alma
e2 = Espesor del ala en el eje del agujero
p = Peso por m
A = Área de la sección
Sx = Momento estático de media sección, respecto a X
Ix = Momento de inercia de la sección, respecto a X
Wx = 2Ix : h. Módulo resistente de la sección, respecto a X
ix = I x: A . Radio de giro de la sección, respecto a 
Iy = Momento de inercia de la sección, respecto a Y
Wy = 2Iy : b. Módulo resistente de la sección, respecto a Y
iy = Iy: A . Radio de giro de la sección, respecto a Y

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