Foros Ingeniería Civil • Platea de cimentacion!!

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Foros Ingeniería Civil • Platea de cimentacion!!

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Platea de cimentacion!!

Publicado: Mié Ago 22, 2012 7:50 am

por shoco85

Estoy modelando la platea para fundar mi edificio, mi duda es la siguiente:
Al leer los esfuerzos de los SPRINGS ( por ejemplo 19kN), ese valor debo dividirlo por el área de influencia del elemento shell ( area = 0,20mx0,25m) para obtener la tensión sobre el terreno???
En este ejemplo tendria: 19kN/(0,25x0,25) = 304kN/m2. Este valor de tensión sobrepasa la tensión admisible de mi terreno. Que debo hacer???
aca les dejo mi modelo: http://www.mediafire.com/?4vjhy0w2dk9uczk