CENTRO DE CINCIAS EXATAS E TECNOLGICAS CURSO DE ENGENHARIA CIVIL MEMRIA DE CLCULO Disciplina Estrutura de ao Professor Paulo Roberto Cunha de Almeida Mariana Castro dos Santos Pala Valentini Priscilla Villa Verde So Leopoldo 2012 Sumrio TOC o 1-3 h z u HYPERLINK l _Toc341905396 1. Introduo PAGEREF _Toc341905396 h 4 HYPERLINK l _Toc341905397 2. Critrios adotados pelo projetista PAGEREF _Toc341905397 h 6 HYPERLINK l _Toc341905398 3. Materiais utilizados PAGEREF _Toc341905398 h 6 HYPERLINK l _Toc341905399 4. Carregamento PAGEREF _Toc341905399 h 7 HYPERLINK l _Toc341905400 4.1. Cargas Permanentes PAGEREF _Toc341905400 h 7 HYPERLINK l _Toc341905401 4.2. Sobrecarga PAGEREF _Toc341905401 h 7 HYPERLINK l _Toc341905402 4.3. Carga de vento PAGEREF _Toc341905402 h 7 HYPERLINK l _Toc341905403 4.3.1. Clculo da ao do vento PAGEREF _Toc341905403 h 10 HYPERLINK l _Toc341905404 4.3.2. Coeficientes PAGEREF _Toc341905404 h 12 HYPERLINK l _Toc341905405 5. Aes PAGEREF _Toc341905405 h 13 HYPERLINK l _Toc341905406 6. Combinaes PAGEREF _Toc341905406 h 13 HYPERLINK l _Toc341905407 7. Deformaes PAGEREF _Toc341905407 h 14 HYPERLINK l _Toc341905408 8. Esquema estrutural PAGEREF _Toc341905408 h 14 HYPERLINK l _Toc341905409 8.1. Numerao das barras PAGEREF _Toc341905409 h 14 HYPERLINK l _Toc341905410 8.2. Numerao dos ns PAGEREF _Toc341905410 h 14 HYPERLINK l _Toc341905411 8.3. Diagramas de aes PAGEREF _Toc341905411 h 14 HYPERLINK l _Toc341905412 8.4. Diagramas de deformaes PAGEREF _Toc341905412 h 15 HYPERLINK l _Toc341905413 8.5. Diagramas de solicitaes PAGEREF _Toc341905413 h 16 HYPERLINK l _Toc341905414 9. Dimensionamento PAGEREF _Toc341905414 h 18 HYPERLINK l _Toc341905415 10. Barra mais solicitada PAGEREF _Toc341905415 h 18 Indice de figuras TOC h z c Figura HYPERLINK l _Toc341904325 Figura 1 - Planta baixa cobertura PAGEREF _Toc341904325 h 4 HYPERLINK l _Toc341904326 Figura 2 - Corte esquemtico PAGEREF _Toc341904326 h 5 HYPERLINK l