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Engenharia Civil ·

Teoria das Estruturas 2

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5 Desloc F f ku 10 15 8000 4000 0 U1 0 0 8000 16000 9000 x U2 10 15 0 9000 8000 U3 25 9000 4000 0 U1 L1 0 10000 16000 4000 U2 L2 25 0 4000 8000 U3 L3 L2 L2 2 L1 0225 40002 8000 160002 4000 40002 0 25 0 22000 8000 25 8000 4000 0 U1 L1 L3 L3 L2 25 0 28000 8000 U2 L3 25 0 4000 8000 U3 L3 25 25 00 4000 28000 8000 8000 0 0 24000 0 25 8000 4000 0 U1 L1 25 0 28000 8000 U2 L3 0 0 24000 0 U3 L3 Jandaia