documento 2238
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TABLA DE POSICIONES DE LA LINEA NEUTRA (Centroid) Y MOMENTOS DE INERCIA DE FLEXION
Universidad de California. Campus de San Diego. Referencia:http://www.structures.ucsd.edu/casl/data_analysis/section_properties.htm
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A dxdy= ∫∫ 0 ( )c
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x x dxdy= −∫∫ 0 ( )c
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y y dxdy= −∫∫ 2( )cy c
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I x x dxdy= −∫∫ 2( )cx c
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I y y dxdy= −∫∫2
y
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I x dxdy= ∫∫ 2x
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I y dxdy= ∫∫
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