Marcos Martins A2-3 Teoria das Estruturas

CURSO: Engenharia C ivil TURMA: CIV0601N VISTO DO CO ORDENADOR PROVA TRAB. GRAU RUBRICA DO PROFESSOR DISCIPLINA: Teoria das Estrut uras 2 AVLIAÇÃO REFE RENTE: A1 A2 \uf0fd A3 PROFESSOR: Marcos Martin s MATRÍCULA: Nº NA ATA: DATA: 26/06/2018 NOME DO ALUNO : Silas Júnio r GABARITO UNIDADE: Bonsucesso Questão 1 (3,0 pon tos. Nível 1, c onhecimento e co mpreensão ): Para ca da estru tura a seg uir, calcule a quan tidade total (DT) e a qu antidade reduz ida de deslocab ilidades (DR) . P ara a quan tidade reduzida, considere os seguinte s critérios: deslocabilidades associadas a r igidezes axiais são ignoradas; e d eslocabilidades associadas a esforços internos nulos são d esconsideradas. (a) (b) (c) (d) (e) Questão 2 (4,0 pontos. Nível 2, aplicação e análise ): Dado o pórt ico hiperestático à d ireita, calcule a ro tação no n ó C através do M étodo da Rigidez . Empregue o Sistema Principal sugerido e cons idere EJ = 10 4 tf.m 2 . Em pregue três casas decim ais de preci são. Estrutura Orig inal Sistema Principa l (SP) Questão 3 (3,0 pontos. Níve l 3, avaliação, aplica ção e análise ): Calcule as r eações de apoio e t race os diagramas de esforços internos da estrutura apresentada na questão 2, atrav és do Método da Flexibilidade e em pregando o Sistema Principal sugerido à direita. Empreg ue três casas decimais de pr ecisão. Sistema Principa l (SP) 2 6 m 8 m 1 C X 1 1 X 1 3 tf/m B A Gabarito. Questão 1. (a) (b) (c) (d) (e) DT = 8 DT = 13 DT = 6 DT = 12 DT = 8 DR = 3 DR = 6 DR = 1 DR = 2 DR = 2 Questão 2. Reações de apoi o das carg as nos vãos: \ue7da \ueb35\ueb34 \ueb35 \ued4c \ue372 ; \ue7da \ueb35\ueb34 \ueb36 \ued4c \uebe4\ue1e4 \uebdf \uec2e \ueb3c \ued4c \ueb37\ued48\ueb3a \uec2e \ueb3c \ued4c \ueb36\ueb3b \ueb36 \ue750\ue742 \ue1e4 \ue749 ; \ue7da \ueb35\ueb34 \ued4c \ue372 \ued45 \ueb36\ueb3b \ueb36 \ued4c \ueb36\ueb3b \ueb36 \ue750\ue742 \ue1e4 \ue749 Reações de apoi o das carg as nos nós: \ue7da \ueb35\ueb35 \ueb35 \ued4c \ueb37 \uebbe\uebc2 \uebdf \ued4c \ueb37 \uebbe\uebc2 \ueb3c \uebe7\uebd9 \ue1e4\uebe0 \uebe5\uebd4\uebd7 ; \ue7da \ueb35\ueb35 \ueb36 \ued4c \ueb37 \uebbe\uebc2 \uebdf \ued4c \ueb37 \uebbe\uebc2 \ueb3a \uebe7\uebd9 \ue1e4\uebe0 \uebe5\uebd4\uebd7 ; \ue7da \ueb35\ueb35 \ued4c \ueb3b \uebbe\uebc2 \ueb3c \uebe7\uebd9 \ue1e4\uebe0 \uebe5\uebd4\uebd7 Cálculo do deslocam ento d e rotação do nó C : \ue73a \ueb35 \ued4c \ued46 \uec09 \uec2d\uec2c \uec09 \uec2d\uec2d \ued4c \ued46 \ueb36\ueb3b \ueb36 \ued48 \ueb3c \ueb3b \uebbe\uebc2 \ued4c \ued46 \ueb35\ueb34\ueb3c \ueb3b \ued48 \ue373\ue372 \ueb3f\ueb38 \ue74e\ue73d\ue740 Questão 3. DMF0[tf.m]: DMF1[tf.m]: \ue7dc \ueb35\ueb34 \ueb35 \ued4c \ue372 \ue7dc \ueb35\ueb34 \ueb36 \ued4c \ue748 \ued48 \ue72f \ueb34 \ued48 \ue72f \ueb35 \ue375 \ue727\ue72b \ued4c \ue378\ued48 \ue374\ue379 \ue374 \ued48 \uf23a \ued46\ue37a \uf23b \ue375 \ue727\ue72b \ued4c \ued46 \ue374\ue373\ue378 \ue727\ue72b \ue74e\ue73d\ue740 \ue7dc \ueb35\ueb34 \ued4c \ue372 \ued45 \ued6c \ued46 \ue374\ue373\ue378 \ue727\ue72b \ued70 \ued4c \ued46 \ue374\ue373\ue378 \ue727\ue72b \ue74e\ue73d\ue740 \ue7dc \ueb35\ueb35 \ueb35 \ued4c \ue748 \ued48 \ue72f \ueb35 \ued48 \ue72f \ueb35 \ue375 \ue727\ue72b \ued4c \ue37a\ued48 \uf23a \ued46\ue37a \uf23b \ued48 \uf23a \ued46\ue37a \uf23b \ue375 \ue727\ue72b \ued4c \ue377\ue373\ue374 \ue375 \ue727\ue72b \ue74e\ue73d\ue740 \ue750\ue742 \ue1e4 \ue749 \ue7dc \ueb35\ueb35 \ueb36 \ued4c \ue748 \ued48 \ue72f \ueb35 \ued48 \ue72f \ueb35 \ue375 \ue727\ue72b \ued4c \ue378\ued48 \uf23a \ued46\ue37a \uf23b \ued48 \uf23a \ued46\ue37a \uf23b \ue375 \ue727\ue72b \ued4c \ue373\ue374\ue37a \ue727\ue72b \ue74e\ue73d\ue740 \ue750\ue742 \ue1e4 \ue749 \ue7dc \ueb35\ueb35 \ued4c \ue377\ue373\ue374 \ued45 \ue374\ue37a\ue376 \ue375 \ue727\ue72b \ued4c \ue37a\ue37b\ue378 \ue375 \ue727\ue72b \ue74e\ue73d\ue740 \ue750\ue742 \ue1e4 \ue749 \ue74d\ue1e4 \ue748 \ueb36 \ue37a \ued4c \ue375 \ued48 \ue378 \ueb36 \ue37a \ued4c \ue374\ue379 \ue374 + - - \ue373 \ued48 \ue37a \ued4c \ue37a \ue73a \ueb35 \ued4c \ued46 \ue7dc \ueb35\ueb34 \ue7dc \ueb35\ueb35 \ued4c \ued46\ued46 \ue374\ue373\ue378 \ue727\ue72b \ued48 \ue375 \ue727\ue72b \ue37a\ue37b\ue378 \ue606 \ue372\ue1e1 \ue379\ue374\ue375 \ue750\ue742 \ued4c \ue72a \uebbb \ue22d\ue728 \uebd1 \ue1e3 \ue72a \uebba \ued45 \ue72a \uebbb \ued4c \ue72a \uebba \ued45 \ue372\ue1e1 \ue379\ue374\ue375 \ued4c \ue372 \ue59c \ue72a \uebba \ued4c \ued46\ue372\ue1e1 \ue379\ue374\ue375 \ue750\ue742 \ue22d\ue72f \uebbb \ue1e3 \ue738 \uebba \ued48 \ue378 \ued46 \ue72a \uebba \ued48 \ue37a \ued46 \ue375 \ued48 \ue378 \ued48 \ue378 \ue374 \ued4c \ue372 \ue59c \ue738 \uebba \ue606 \ue37a\ue1e1 \ue372\ue375\ue378 \ue750\ue742 \ue22d\ue728 \uebd2 \ue1e3 \ue738 \uebba \ued45 \ue738 \uebbb \ued46 \ue375 \ued48 \ue378 \ued4c \ue372 \ue59c \ue738 \uebbb \ue606 \ue37b\ue1e1 \ue37b\ue378\ue376 \ue750\ue742 DEN[tf]: DEC[tf]: DMF[tf.m]: \ue874 \ue86e × v - - + - - - - + \ue882 \ue86e \ue201 \ue874 \ue86d \ue201 \ue874 \ue86e \ue882 \ue86e \ue882 \ue86e \ued46 q × h \ue897 \ued48 \ue88e \ueadb \ueae1 \ue874 \ue86e × v

Marcos Martins A2-3 Teoria das Estruturas

UNISUAM

Teoria das Estruturas II

Continue navegando

Materiais relacionados

Perguntas relacionadas

Teoria das Estruturas 1 (DISCIPLINA UNINASSAU) Avaliação On-Line 3 (AOL 3) - Questionário 1. Pergunta 1 1/1 Nota final: 1 ponto de 1 pont...

Teoria 2

Teoria das Estruturas 1 (DISCIPLINA UNINASSAU) Avaliação On-Line 3 (AOL 3) - Questionário 4. Pergunta 4 1/1 Nota final: 1 ponto de 1 pont...

Teoria das Estruturas 1 (DISCIPLINA UNINASSAU) Avaliação On-Line 3 (AOL 3) - Questionário 2. Pergunta 2 1/1 ainda são bastantes usadas e...

Outros materiais