63

h2cm kg/m 4cm 3cm cm cm 4cm 3cm cm

B

Dimensões S P Jx Wx ix ey Jy Wy iy

e = r

mm mm mm

Dobrado de chapa

- Poderão ser fornecidas outras dimensões mediante consulta.

S = P = Jx =

Wx = ix =

ey = Jy =

Wy = iy =

área de seção peso estimado por metro momento da inércia do eixo x módulo de resistência eixo x do raio de giro do eixo x distância da linha neutra momento da inércia eixo y do módulo de resistência eixo y do raio de giro do eixo y

2,002,252,653,002,002,252,653,004,752,002,252,653,004,752,002,252,653,004,752,002,252,653,004,752,002,252,653,004,752,002,252,653,004,75

1.752.072.382.672.803.323.844.356.483.273.894.515.117.673.654.355.045.718.634.174.975.766.539.914.605.496.377.23

11.015.556.637.708.75

13.39

1.381.621.862.102.202.613.013.415.092.573.063.544.016.022.873.413.954.486.773.273.904.525.137.783.614.315.005.688.644.365.206.046.87

10.51

6.667.708.669.55

25.1029.4333.5637.4952.7549.0157.6765.9973.99105.958.1568.5578.6088.29127.5

101.30119.60137.50154.80225.90149.90177.40204.10230.10338.00299.30354.90409.30462.40686.20

2.603.003.403.806.607.808.909.90

14.009.80

11.5013.1014.7021.1011.6013.7015.7017.6025.4015.9018.8021.6024.3035.5019.9023.6027.2030.6045.0029.9035.4040.9046.2068.60

1.941.921.901.882.992.972.952.932.853.863.843.823.803.713.983.963.943.923.844.924.904.884.864.775.705.685.655.635.547.337.317.287.267.15

0.710.730.750.771.121.141.161.181.270.970.991.011.031.111.341.361.381.401.481.191.201.221.241.321.081.101.121.131.210.910.930.950.961.04

1.071.261.431.594.555.376.156.91

10.004.995.896.767.61

11.099.24

10.9412.5914.2020.899.94

11.7813.5715.3222.6610.4212.3514.2416.0823.8411.2013.2815.3217.3125.76

0.600.710.820.921.581.882.172.453.661.651.962.262.563.842.523.003.483.945.842.613.103.594.086.162.663.173.674.166.302.743.263.784.296.51

0.780.770.770.771.271.271.261.261.241.231.221.221.221.201.581.581.581.571.551.541.531.531.531.511.501.491.491.491.471.411.411.411.401.38

25

38

40

50

50

50

50

50

75

100

100

127

150

200

PERFIL U DOBRADO - UDC Simples

64

Dobrado de chapa

h B

Dimensões

2cm kg/m 4

cm3cm cm cm 4cm 3cm cm

S P Jx Wx ix ey Jy Wy iy

d e = r

mm mm mm mm

2,002,252,653,002,002,252,653,002,002,252,653,002,002,252,653,002,002,252,653,002,002,252,653,002,002,252,653,00

2.2.372.723.013.443.834.444.964.024.485.215.834.424.935.746.434.685.546.397.215.616.667.698.70

––––

14 1.1.862.132.362.703.013.493.893.153.524.094.583.473.874.515.053.674.355.015.664.405.236.046.83

––––

68 7.8.659.68

10.4630.3333.4738.2242.0860.6667.1477.0385.1970.2677.8989.5999.30

115.45135.33154.31172.40195.38229.93263.19295.19

––––

93 3.173.463.874.188.098.93

10.1911.2212.1313.4315.4117.0414.0515.5817.9219.8618.1821.3124.3027.1526.0530.6635.0939.36

––––

1.91.911.891.862.972.962.932.913.893.873.853.823.993.973.953.934.974.944.924.895.905.885.855.82

––––

3 0.90.930.920.921.501.501.501.501.381.371.371.371.781.781.781.781.591.591.581.581.921.911.911.91

––––

3 1. 81.912.092.217.888.629.72

10.589.25

10.1511.4712.5115.7617.3619.7421.6616.1718.7121.0723.2428.3633.0337.4241.53

––––

7 1.1.221.331.403.153.453.894.233.533.874.374.764.905.396.136.724.745.486.176.796.958.089.15

10.14––––

13 0.910.900.880.861.511.501.481.461.521.501.481.471,891,881,851,841.861.841.821.802.252.232.212.18

––––

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40

50

50

60

60

10

15

17

17

17

20

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S = P = Jx =

Wx = ix =

ey = Jy =

Wy = iy =

área de seção peso estimado por metro momento da inércia do eixo x módulo de resistência eixo x do raio de giro do eixo x distância da linha neutra momento da inércia eixo y do módulo de resistência eixo y do raio de giro do eixo y

PERFIL U DOBRADO - UDC Enrijecidos