Report - METODO F.E.M. - StructuraSoft · METODO F.E.M. Matrice di rigidezza j K dell’asta j di estremi i-k EA/L 0 0 -EA/L 0 0 0 12EI/L3 6EI/L 2 0 -12EI/L3 6EI/L 0 26EI/L 24EI/L 0 -6EI/L

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