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Engenharia Civil ·

Teoria das Estruturas 2

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Def o deslocamento vertical no ptο 1 Ix Iy π t h3 4 Ie J π t h3 2 3m δz x MxMldx EI x Tx Ix GJ dx E 210 GPa G 80 GPa Problema o Problema 1 M KNm T KNm