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Download - ConcretoA = 840 cm 2 P 2 = 25 kN E = 2500 kN/cm 2 I = 343000 cm 4 P 3 = 15 kN

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Page 1: ConcretoA = 840 cm 2 P 2 = 25 kN E = 2500 kN/cm 2 I = 343000 cm 4 P 3 = 15 kN

P2 x 23 = P3 x 32

Concreto A = 840 cm2 P2 = 25 kNE = 2500 kN/cm2 I = 343000 cm4 P3 = 15 kN

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