10 kN 8+ RA KN 4 kN 3+ RA KN 1,5 m F -2 m 2...
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10 kN 8+ RA KN 4 kN 3+ RA KN 1,5 m F -2 m 2 m a.) Calcule as reações de apoio (VA, VE, HA) - 1,0 Pontos. b.) Identificar os nós e calcular os esforços atuantes em cada Nó – 1,0 Pontos. c.) Identificar as barras e Calcular e Identificar os esforços atuantes em cada Barra - 1,5 Ponto. d.) Calcule a Årea da Barra mais solicitada a compressão ou tração tendo como Tensão Admissivel 250 MPa – 0,75 Ponto e.) Calcule a Area da Barra mais solicitada a compressão ou tração tendo como Tensão Admissivel 250 MPa - 0,75 Ponto f.) Calcule as Deformações Longitudinais na Barra Mais Solicitada tendo como Módulo de Elasticidade 150 GPa - 0,75 Ponto g.) Calcule as Deformações Longitudinais na Barra Mais Solicitada tendo como Módulo de Elasticidade 150 GPa - 0,75 Ponto 10 kN 8+ RA KN 4 kN 3+ RA KN 1,5 m F -2 m 2 m a.) Calcule as reações de apoio (VA, VE, HA) - 1,0 Pontos. b.) Identificar os nós e calcular os esforços atuantes em cada Nó – 1,0 Pontos. c.) Identificar as barras e Calcular e Identificar os esforços atuantes em cada Barra - 1,5 Ponto. d.) Calcule a Årea da Barra mais solicitada a compressão ou tração tendo como Tensão Admissivel 250 MPa – 0,75 Ponto e.) Calcule a Area da Barra mais solicitada a compressão ou tração tendo como Tensão Admissivel 250 MPa - 0,75 Ponto f.) Calcule as Deformações Longitudinais na Barra Mais Solicitada tendo como Módulo de Elasticidade 150 GPa - 0,75 Ponto g.) Calcule as Deformações Longitudinais na Barra Mais Solicitada tendo como Módulo de Elasticidade 150 GPa - 0,75 Ponto
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