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Engenharia Civil ·

Teoria das Estruturas 2

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Atividade Faça os diagramas da viga abaixo Dados 𝑞 1135 𝑘𝑁𝑚 𝐼 5638 𝑚4 𝐸 375 𝐺𝑃𝑎 CASO 0 MQL28 M1M3 M3 M3 11355028 3546875 kwm M2 113510028 141875 kW MOMENTO M1 M3 M2 CASO 1 MOMENTO 1 CASO 2 MOMENTO 1 δ10 δ11X1 δ12X2 0 δ20 δ21X1 δ22X2 δ10 133546875150 131418751100 δ10 53203125 δ20 131418751100 133546875150 δ20 53203122 δ11 131150 1311100 δ11 50 δ22 131150 1311100 δ22 50 δ12 δ21 16 1 1 100 δ12 δ21 503 53203122 50 X1 503 X1 0 53203122 503 X1 50 X2 0 X1 503 X2 150 5320312250 X1 X23 5320312250 503 X23 503 5320312250 50 X2 53203122 X2 79804683 X1 798046833 5320312250 X1 79804683 X1 X2 X1 MB X2 MC ΣMB 0 X1 11355022 Ay 50 0 Ay 12414062 kN Ay Dy Dy 12414062 kN By Cy Fy ΣFy 0 1135200 Ay Dy Fy 2 0 Fy 101085938 kN By 101085938 kN Cy 101085938 kN Ay 501135 44335938 kW 44335938 By 5675 kW CORTANTE MAB 12414062221135 678894 kWmm X1 5675221135 620703125 kWmm MOMENTO Mkwmm