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Dimensions, mass and static parameters for steel channels with parallel flange

UPE section h b t r 1 s Y Y M X x M e y
UPE section

Section designation $ UPE $ $ h $ $ b $ $ s $ $ t $ $ r_1 $ Section area $ F $ , in $ \mathrm{cm^2} $ Mass $ G $ , in $ \mathrm{kg/m} $ Surface area $ U $ , in $ \mathrm{m^2/m} $ Second moment of area $ I_x $ , in $ \mathrm{cm^4} $ Section modulus $ W_x $ , in $ \mathrm{cm^3} $ Radius of gyration $ i_x $ , in $ \mathrm{cm} $ Second moment of area $ I_y $ , in $ \mathrm{cm^4} $ Section modulus $ W_y $ , in $ \mathrm{cm^3} $ Radius of gyration $ i_y $ , in $ \mathrm{cm} $ Moment of first order of half the cross section $ S_x $ , in $ \mathrm{cm^3} $ Distance between centre of pressure and centre of tension $ s_x $ , in $ \mathrm{cm} $ Dimension $ e_y $ , in $ \mathrm{cm} $ Distance of shear centre (M) from $ y-y $ axis $ x_M $ , in $ \mathrm{cm} $
808050471010.17.90.34310726.83.2625.581.5915.66.871.823.71
100100554.57.51012.59.820.40220741.44.0738.310.61.75248.621.913.93
12012060581215.412.10.4636460.64.8655.513.81.935.210.31.984.12
14014065591218.414.50.5260085.65.7178.818.22.0749.412.12.174.54
160160705.59.51221.7170.5799111146.4810722.62.2265.813.92.274.76
180180755.510.51225.119.70.63913501507.3414428.62.3986.515.72.475.19
20020080611132922.80.69719101918.1118734.52.5411017.42.565.41
220220856.5121333.926.60.75626802448.924742.52.714119.12.75.7
24024090712.51538.530.20.81336003009.6731150.12.8417320.82.795.91
270270957.513.51544.835.20.892525038910.840160.72.9922623.32.896.14
3003001009.5151556.644.40.968782052211.853875.63.0830725.52.896.03
33033010511161867.853.21.0431101066712.768289.73.1739627.82.96
36036011012171877.961.21.1211483082413.88441053.2949130.22.976.12
40040011513.5181891.972.21.21820980105015.110501233.3763133.22.986.06