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Prévia do material em texto

REPÚBLICA FEDERATIVA DO BRASIL 
MINISTÉRIO DOS TRANSPORTES - MT 
DEPARTAMENTO NACIONAL DE INFRA-ESTRUTURA DE TRANSPORTES 
SUPERINTENDÊNCIA REGIONAL DO RIO GRANDE DO NORTE 
 
 
 
 
RODOVIA : BR-101/RN 
TRECHO : Av. Tomaz Landim, km 83,59 e km 82,83 
SUBTRECHO : Entr. RN-160 (p/ São Gonçalo do Amarante) 
SEGMENTO : km 83,4 ao km 85,1 e km 81,4 ao km 83,4 
CÓDIGOS PNV : 101BRN0080 e 101BRN0075 
 
 
 
 
 
 
PROJETO EXECUTIVO DE ENGENHARIA PARA CONSTRUÇÃO 
DE PASSARELAS PARA PEDESTRES SOBRE A BR-101/RN, 
NOS Km 83,59 E Km 82,83, SOBRE A AVENIDA TOMAZ 
LANDIM, BAIRRO DE IGAPÓ. 
 
 
 
 
 
 
 
 VOLUME 3B 
 MEMÓRIA DE CÁLCULO DAS ESTRUTURAS 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
RECIFE/PE 
MARÇO/2012 
REPÚBLICA FEDERATIVA DO BRASIL 
MINISTÉRIO DOS TRANSPORTES - MT 
DEPARTAMENTO NACIONAL DE INFRA-ESTRUTURA DE TRANSPORTES 
SUPERINTENDÊNCIA REGIONAL DO RIO GRANDE DO NORTE 
 
 
 
 
RODOVIA : BR-101/RN 
TRECHO : Av. Tomaz Landim, km 83,59 e km 82,83 
SUBTRECHO : Entr. RN-160 (p/ São Gonçalo do Amarante) 
SEGMENTO : km 83,4 ao km 85,1 e km 81,4 ao km 83,4 
CÓDIGOS PNV : 101BRN0080 e 101BRN0075 
 
 
 
 
 
 
PROJETO EXECUTIVO DE ENGENHARIA PARA CONSTRUÇÃO 
DE PASSARELAS PARA PEDESTRES SOBRE A BR-101/RN, 
NOS km 83,59 E km 82,83, SOBRE A AVENIDA TOMAZ LANDIM, 
BAIRRO DE IGAPÓ. 
 
 
 
 
 
 
VOLUME 3B 
 MEMÓRIA DE CÁLCULO DAS ESTRUTURAS 
 
 
 
- Supervisão : Diretoria de Planejamento e Pesquisa 
- Coordenação : Coordenação Geral de Desenvolvimento e Projetos / Coordenação de Projetos 
- Fiscalização : Superintendência Regional no Estado do Rio Grande do Norte 
- Elaboração : Maia Melo Engenharia Ltda 
- Contrato : 14.1.0.00.0059.2010 
- Processo : 50614.000.425/2008-34 
- Edital : TP0416/2009-14 
 
 
 
RECIFE/PE 
MARÇO/2012 
873-BR101RN-Projexec-RB-V3B.Rel 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 Índice 
Índice 
 
1. Apresentação 04 
 
2. Mapa de Situação 07 
 
3. Memória de Cálculo das Obras de Artes Especiais 09 
 
4. Cálculo Estruturais 
 
4.1 Cálculo da Passarela Metálica sobre a BR-101-RN 
4.1.1 Características Geométricos 13 
4.1.2 Programa de Cálculo 14 
4.1.3 Carregamentos 16 
4.1.4 Verificação das Placas de Piso e Cobertura 17 
4.1.5 Verificação dos Elementos das Treliças 19 
4.1.6 Cálculo de Pilar 50 
4.1.7 Calculo do Consolo do Pilar como Viga 54 
4.1.8 Cálculos dos Blocos Sobre Estacas 56 
4.1.9 Calculo da Capacidade de Carga nas Estacas 58 
4.1.10 Verificação do Neoprene 64 
 
4.2 Memória de Cálculo da Passarela em estrutura de Concreto Armado 
Estaiada para Travessia da BR-101/RN. 
 
4.2.1 Características Geométricas 66 
4.2.2 Programa de Cálculo 67 
4.2.3 Carregamentos 70 
4.2.4 Esforço Solicitantes 73 
4.2.5 Dimensionamento da Armadura Longitudinal da Viga/Laje 76 
4.2.6 Dimensionamento da Armadura Transversal 79 
4.2.7 Verificação da Flecha 82 
4.2.8 Dimensionamento da Transversina 82 
4.2.9 Verificação da Secreção Transversal 89 
4.2.10 Cálculo dos Pilares 90 
4.2.11 Dimensionamento da Torre 95 
4.2.12 Cálculos dos Blocos 101 
4.2.13 Rampa 1 106 
4.2.14 Rampa 2 116 
4.2.15 Neoprene 140 
873-BR101RN-MINPROJEXEC-RB-V3B.REL 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 1. Apresentação 
873-BR101RN-MINPROJEXEC-RB-V3B.REL.DOC 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
1.1 Introdução 
 
 
 
A Maia Melo Engenharia Ltda., empresa de consultoria sediada à Rua General Joaquim 
Inácio no 136, Ilha do Leite, Recife-PE, fone (81) 3423.3977, fax (81) 3423.8477, e-mail: 
maia.melo@maiamelo.com.br, inscrita no CNPJ sob o no 08.156.424/0001-51, apresenta ao 
Departamento Nacional de Infra-Estrutura de Transportes - DNIT, o Projeto Executivo, 
referente a Elaboração de Projeto Básico e Executivo de Engenharia para a construção de 
duas passarelas na rodovia BR-101/RN. O instrumento contratual, que tem como objetivo a 
elaboração dos referidos estudo e projeto, tem as seguintes características: 
 
Edital de Tomada de Preços : 0416/2009-14 
Contrato : 14.1.0.00.0059.2010 
Data da Ordem de Serviço : 04/02/2010 
Data da Assinatura do Contrato : 18/01/2010 
Data da Proposta : 20/11/2009 
Processo : 50614.000425/2008-34 
Objeto : Elaboração de Projeto Básico e Executivo de 
Engenharia para a construção de duas passarelas na 
rodovia BR-101/RN. 
Rodovia : BR-101/RN 
Trecho : Av. Tomaz Landim, Km 83,59 e Km 82,83 
Subtrecho : Entr. RN-160 (P/ São Gonçalo do Amarante) 
Segmento : Km 83,4 ao Km 85,1 e Km 81,4 ao Km 83,4 
Códigos PNV : 101BRN0080 e 101BRN0075 
 
 
 
 
 
04
873-BR101RN-MINPROJEXEC-RB-V3B.REL 
 
1.2 Volumes Componentes 
 
Esta edição é composta dos volumes discriminados a seguir: 
 
• Volume 1 - Relatório do Projeto Básico 
• Volume 2 - Projetos para Execução 
• Volume 3 - Memória Justificativa 
• Volume 3B - Memória de Cálculo das Estruturas 
• Volume 4 - Orçamento Plano de Execução da Obra 
 
O conteúdo de cada volume é descrito a seguir: 
 
Volume 1 – Relatório e Memória Justificativa do Projeto Básico 
 
Este volume reúne todas as metodologias que possibilitaram a definição das soluções a 
serem adotadas para os diversos itens de serviços. Apresenta, também, todos os estudos 
realizados que, de alguma forma, orientaram as tomadas de decisões com relação às 
soluções adotadas. Apresentado no tamanho A4. 
 
 
Volume 2 - Projetos para Execução 
 
Este volume contém as plantas, listagem de serviços, projetos-tipo, seções transversais e 
demais informações de interesse para a execução do Projeto. É apresentado em tamanho 
A3. 
 
Volume 3 - Memória Justificativa 
 
Este volume reúne todas as metodologias que possibilitaram a definição das soluções a 
serem adotadas para os diversos itens de serviços. Apresenta, também, todos os estudos 
realizados que, de alguma forma, orientaram as tomadas de decisões com relação às 
soluções adotadas. É apresentado no formato A4. 
 
Volume 3B - Memória de Cálculo das Estruturas 
 
Este volume apresenta todos os cálculos necessários à perfeita definição das estruturas a 
executar. É apresentado no formato A4. 
 
Volume 4 – Orçamento da Obra/ Plano de Execução da Obra/ Critérios de Medição 
 
Este volume apresenta o demonstrativo de quantidades, distâncias médias de transportes, 
consumo de materiais, plano de execução da obra, resumo dos preços, o demonstrativo do 
orçamento e as composições de preços unitários, elaboradas com base na metodologia 
vigente no Departamento Nacional de Infra-Estrutura de Transporte - DNIT, como também, o 
Plano de Execução da Obra. É apresentado no formato A4. 
05
873-BR101RN-MINPROJEXEC-RB-V3B.REL 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
2. Mapa de Situação 
8
7
3
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1
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IN
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MAPA DESITUAÇÃO
MAIA MELOENGENHARIAN
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RioGrandedoNorte
07
873-BR101RN-MINPROJEXEC-RB-V3B.REL 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
3. Memória de Cálculo das Obras 
de Arte Especiais 
873-BR101RN-MINPROJEXEC-RB-V3B.REL 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
3.1 Considerações Iniciais 
 
Para Travessia da BR-101/RN, serão executadas 02 passarelas: 
 
Uma com superestrutura em estrutura metálica, tipo chapa dobrada, para transposição de 
pedestres sobre a rodovia BR-101/RN no km 292,8, composta de treliça hiperestática com 
um vão central de 4,45m, 24,00m e 21,00m de comprimento e 2,10m de largura, rampas 
com quatro vãos de 13,75m e patamar de 2,0m, sua Mesoestrutura é composta por quatro 
pilares únicos suportando a estrutura metálica mais dois pórticos mistos, pilares em concreto 
e viga em perfil soldado, em cada rampa. Quanto à infraestrutura compõe-se de blocos de 
concreto armado sobre estacas raízes de 160mm de diâmetro. 
 
 A outra em estrutura de concreto armado estaiada para travessia da BR-101/RN, com 
comprimento de 58,00m, uma rampa de 24,00m e um aterro de 14,00m e largura de 2,00m. 
Os estais adotados foram barras dywidag de 32mm de diâmetro emendados por luvas e 
ancorados na torre e nas transversinas das lajes, sustentando a superestrutura. A 
superestrutura é composta por um vão de 40,0m e outro de 11,0m, laje de 50cm de 
espessura e transversinas de 60 x 50cm2 a fim de ancorar os cabos e servir de apoio. Os 
pilares foram divididos em pilar da torre com 100x100cm2, pilar extremo de 40x100cm2. 
 
NBR-7188/84 - Carga móvel em Ponte Rodoviária e Passarela de pedestre 
 
 
 
 
 
09
873-BR101RN-MINPROJEXEC-RB-V3B.REL 
 
 
Materiais empregados 
 
Passarela Metálica 
 
Aço estrutural: Dywidag ST 85/105 fyk = 845MPa 
Aço doce: CA-50 fyk = 500MPa 
Concreto: Torre, lajes, pilares e vigas fck = 30MPa 
Blocos fck = 20MPa 
 
Passarela em concreto Armado Estaida 
 
Aço estrutural: Dywidag ST 85/105 f yk = 845MPa 
Aço doce: CA-50 fyk = 500MPa 
Concreto: Torre, lajes, pilares e vigas fck = 30MPa 
Blocosfck = fck 20MPa 
 
Bibliografia 
 
Passarela Metálica 
 
• NBR 6118/2003, NBR 7188/1984 
• Estruturas de Aço – Walter e Michele Pfeil 
• Projeto de Perfis de Aço de Chapa Dobrada – José Humberto Matias 
• Fundamentos da técnica de armar – P. B. Fusco 
• Técnicas de armar as estruturas de concreto – P. B. Fusco 
• Concreto armado – Walter Pfeil 
• Manual de Obras de Arte Especiais – DNER/1996 
 
Passarela em concreto Armado Estaida 
 
• NBR 6118/2003, NBR 7188/1984 
• Fundamentos da técnica de armar – P. B. Fusco 
• Concreto armado – Walter Pfeil 
• Pontes em concreto armado – Walter Pfeil 
• Exercícios de fundações – Urbano R. Alonso 
• Dimensionamento de fundações profundas – Urbano R. Alonso 
• Manual de Obras de Artes Especiais – DNER/1996. 
 
 
10
873-BR101RN-MINPROJEXEC-RB-V3B.REL 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
4. Cálculo Estruturais 
873-BR101RN-MINPROJEXEC-RB-V3B.REL 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
4.1 Passarela Metálica 
 
4.1.1 CARACTERÍSTICAS GEOMÉTRICAS 
4.1.1.1 Seção transversal típica 
 
 
 
 
 
4.1.1.2 Características Geométricas do Modelo de Cálculo 
 
Perspectiva 
 
13
Em planta 
 
 
A estrutura foi modelada com barras para os elementos metálicos, pilares e estacas e elementos de placa para a 
laje de piso e cobertura. 
 
 
 
4.1.2 PROGRAMA DE CÁLCULO 
Para a determinação dos esforços solicitantes será utilizado o software de análise estrutural STRAP (Structural 
Analysis Program), versão 2008. 
Trata-se de um conjunto de programas destinados a geração da geometria do modelo, composição de cargas e 
verificação de resultados. 
Para facilitar a construção de modelos estruturais, o programa está subdividido com relação ao tipo de estrutura 
em: Frame Plane – estruturas planas, Grid – grelha, Space – estruturas espaciais e Truss-treliças. As etapas 
de análise de um modelo são as descritas a seguir: 
1. Geração da geometria: determinação das propriedades mecânicas das barras e dos elementos; 
2. Definição das condições de contorno (rótulas, apoios simples, engastes, etc.); 
3. Definição dos carregamentos considerados (peso próprio, sobrecargas, cargas móveis, vento, etc.); 
4. Cálculo do modelo; 
5. Verificação dos resultados e dos perfis metálicos. 
 
 
14
 
 
Propriedades e materiais das barras e elementos: 
 
 
 
 
Propriedades das barras 
 
 
 
 
15
 
 
Propriedades dos elementos 
 
 
4.1.3 CARREGAMENTOS 
4.1.3.1 Carregamento Permanente 
 
• Toda a estrutura metálica e placas pré-moldadas = g1 
• Revestimento das placas 2cm x 2400kg/m3 = 48kg/m2 = g2 
 
4.1.3.2 Temperatura 
 
CT °±=∆ 15 
4.1.3.3 Carregamento móvel 
 
• Multidão (q): = 0,5 tf/m2 
4.1.3.3.1 Hipóteses para as cargas móveis: 
1) Para a carga móvel devido à multidão com impacto, foram consideradas as seguintes hipóteses: 
a) Em todo o piso da estrutura; 
b) Apenas na rampa da direita; 
c) Apenas na rampa da esquerda; 
d) Apenas na estrutura central; 
16
 
 
 
3.1.3.4 Carregamento devido ao vento 
 
V0 – velocidade básica do vento; 
S1 – Fator topográfico; 
S2 – Fator que considera a influência da rugosidade do terreno, das dimensões da edificação e de sua altura 
sobre o terreno; 
S3 – Fator baseado em conceitos probabilísticos; 
Vk – Velocidade características do vento. 
Ca – Coeficiente de arrasto. 
 
Vk = V0.S1.S2.S3 � para a região em questão V0 = 30m/s 
S1 = 1,0; 










≤
→=
10z
IV Categoria
B Classe
83,0S2 
S3 = 0,95; 
Vk = 30 x 1,0 x 0,83 x 0,95 = 23,66 m/s 
Ca = 1,2 
222 kgf/m18,4166,230613,02,10613,0 =⋅⋅=⋅⋅= ka VCq 
 
4.1.3.5 Combinações de ações 
 
Sd = 1,4 · Sg + 1,5 · Sq + 1,2 · ST 
 
 
 
4.1.4 VERIFICAÇÃO DAS PLACAS DE PISO E COBERTURA 
 
- Carregamento Piso 
 
 
Dados: altura da laje = 8cm 
 
 Carga móvel = 500kgf/m2 
 
 Revestimento = 48 kgf/m2 
 
 
17
 
4.1.4.1 CARACTERÍSTICAS GEOMÉTRICAS 
4.1.4.1.1 Seção transversal típica 
 
 
 
 
 
4.1.4.1.2 Características Geométricas do Modelo de Cálculo 
 
Perspectiva 
 
18
 
 
4.1.5 VERIFICAÇÃO DOS ELEMENTOS DAS TRELIÇAS 
4.1.5.1 Esforços axiais x Momentos fletores 
 
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 1 2Uef#160x50x35#4.75 1 9999 58 0.03 MJ 0.01 0.05 0.05 0.08 
 
 
 MI 0.00 0.02 0.00 
 2 2Uef#160x50x35#4.75 6 9427 57 -0.05 MJ 0.00 0.02 0.02 0.08 
 MI 0.01 0.04 0.00 
 3 2Uef#160x50x35#4.75 7 9999 57 -0.10 MJ 0.01 0.03 0.03 0.14 
 MI 0.00 0.01 0.00 
 4 2Uef#160x50x20#3.35 1 3745 53 -0.05 MI 0.01 0.04 0.00 0.24 
 
 
 MJ 0.02 0.17 0.18 
 5 2Uef#160x50x35#4.75 11 9999 57 0.04 MJ 0.01 0.06 0.06 0.09 
 MI 0.00 0.01 0.00 
 6 2Uef#160x50x20#3.35 2 8047 53 0.05 MI 0.01 0.04 0.00 0.08 
 7 2Uef#160x50x20#3.35 2 803653 0.05 MI 0.01 0.04 0.00 0.07 
 
 
 8 2Uef#160x50x20#3.35 2 8044 53 0.04 MI 0.00 0.03 0.00 0.07 
 9 2Uef#160x50x20#3.35 6 7935 53 0.04 MI 0.00 0.03 0.00 0.07 
 10 2Uef#160x50x20#3.35 9 9270 53 -0.04 MI 0.00 0.03 0.03 0.07 
 MJ 0.00 0.02 0.00 
 11 2Uef#160x50x20#3.35 7 2583 53 -0.04 MI 0.01 0.10 0.02 0.15 
 
 
 MJ 0.00 0.02 0.00 
 12 2Uef#160x50x20#3.35 7 2448 53 -0.06 MI 0.00 0.11 0.00 0.16 
 13 2Uef#160x50x20#3.35 7 2458 53 -0.07 MI 0.01 0.11 0.00 0.17 
 14 2Uef#160x50x20#3.35 7 2459 53 -0.07 MI 0.01 0.11 0.00 0.18 
 15 2Uef#160x50x20#3.35 7 2459 53 -0.07 MI 0.01 0.12 0.00 0.19 
 
 
 16 2Uef#160x50x35#4.75 11 9999 57 -0.04 MJ 0.01 0.07 0.00 0.10 
 MI 0.00 0.01 0.08 
 18 2Uef#160x50x35#4.75 3 9999 57 -0.02 MJ 0.00 0.03 0.03 0.05 
 MI 0.00 0.01 0.00 
 19 2Uef#160x50x35#4.75 1 9216 57 0.03 MJ 0.00 0.02 0.02 0.09 
 
 
 MI 0.00 0.04 0.00 
 20 2Uef#160x50x35#4.75 7 9999 58 -0.04 MJ 0.01 0.07 0.07 0.09 
 MI 0.00 0.01 0.00 
 21 2Uef#160x50x35#4.75 11 9999 63 0.01 MJ 0.01 0.06 0.06 0.08 
 MI 0.00 0.01 0.00 
 22 2Uef#160x50x35#4.75 6 9910 63 0.07 MJ 0.01 0.07 0.08 0.20 
 
 
 MI 0.01 0.07 0.00 
 23 2Uef#100x50x35#4.75 11 9999 69 -0.14 MJ 0.00 0.06 0.00 0.20 
 MI 0.00 0.02 0.06 
 24 2Uef#100x50x35#4.75 11 7044 69 -0.12 MJ 0.01 0.08 0.00 0.30 
 MI 0.02 0.12 0.09 
 26 2Uef#100x50x35#4.75 11 7729 79 -0.49 MJ 0.00 0.04 0.00 0.59 
 
 
 MI 0.01 0.06 0.04 
 27 2Uef#160x50x35#4.75 1 2737 50 -0.04 MJ 0.01 0.09 0.10 0.28 
 MI 0.04 0.18 0.00 
 28 2Uef#100x50x35#4.75 2 4156 79 -0.46 MJ 0.00 0.07 0.00 0.56 
 MI 0.01 0.07 0.07 
 29 2Uef#100x50x35#4.75 7 4215 79 0.28 MJ 0.01 0.06 0.07 0.46 
 
 
 MI 0.02 0.11 0.00 
 30 2Uef#100x50x35#4.75 11 5297 79 0.29 MJ 0.01 0.06 0.06 0.46 
 MI 0.01 0.10 0.00 
 31 2Uef#100x50x35#4.75 11 5277 79 -0.39 MJ 0.00 0.05 0.05 0.58 
 MI 0.01 0.11 0.00 
 32 2Uef#100x50x35#4.75 11 4999 79 0.22 MJ 0.00 0.03 0.03 0.38 
 
 
 MI 0.01 0.13 0.00 
19
 
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 33 2Uef#100x50x35#4.75 11 4780 79 -0.26 MJ 0.00 0.02 0.03 0.45 
 MI 0.02 0.14 0.00 
 34 2Uef#100x50x35#4.75 11 4752 79 0.14 MJ 0.00 0.02 0.02 0.31 
 MI 0.02 0.14 0.00 
 35 2Uef#100x50x35#4.75 11 4535 79 -0.14 MJ 0.00 0.01 0.01 0.31 
 MI 0.02 0.15 0.00 
 36 2Uef#100x50x35#4.75 11 4487 79 0.06 MJ 0.00 0.01 0.00 0.24 
 
 
 MI 0.02 0.16 0.01 
 37 2Uef#100x50x35#4.75 7 4265 79 -0.04 MJ 0.00 0.01 0.01 0.20 
 MI 0.02 0.17 0.00 
 38 2Uef#100x50x35#4.75 7 4094 79 -0.08 MJ 0.00 0.01 0.01 0.27 
 MI 0.02 0.19 0.00 
 39 2Uef#100x50x35#4.75 11 8198 69 -0.15 MJ 0.00 0.02 0.00 0.23 
 
 
 MI 0.01 0.09 0.02 
 40 2Uef#100x50x35#4.75 2 9999 93 0.28 MJ 0.00 0.04 0.04 0.36 
 MI 0.01 0.03 0.00 
 41 2Uef#100x50x35#4.75 11 8504 46 -0.25 MJ 0.00 0.04 0.00 0.31 
 MI 0.01 0.06 0.04 
 42 2Uef#100x50x35#4.75 11 9968 46 0.11 MJ 0.00 0.02 0.00 0.17 
 
 
 MI 0.01 0.05 0.02 
 43 2Uef#100x50x35#4.75 11 9999 47 0.10 MJ 0.00 0.01 0.00 0.14 
 MI 0.01 0.03 0.01 
 44 2Uef#100x50x20#3.35 11 9999 43 -0.19 MJ 0.01 0.04 0.00 0.22 
 MI 0.00 0.01 0.04 
 45 2Uef#100x50x20#3.35 6 9999 43 0.19 MJ 0.01 0.04 0.00 0.26 
 
 
 MI 0.01 0.04 0.04 
 46 2Uef#100x50x35#4.75 11 9999 47 -0.19 MJ 0.00 0.01 0.00 0.22 
 MI 0.00 0.02 0.01 
 47 2Uef#100x50x35#4.75 6 4983 69 0.03 MJ 0.00 0.06 0.00 0.27 
 MI 0.03 0.18 0.06 
 48 2Uef#160x50x35#4.75 1 9999 63 0.02 MJ 0.02 0.12 0.12 0.20 
 
 
 MI 0.02 0.07 0.00 
 49 2Uef#100x50x20#3.35 11 4718 64 -0.08 MJ 0.01 0.04 0.00 0.39 
 MI 0.04 0.28 0.04 
 50 2Uef#160x50x35#4.75 6 9999 37 -0.07 MJ 0.01 0.04 0.00 0.12 
 MI 0.00 0.02 0.05 
 51 2Uef#160x50x35#4.75 1 3089 37 0.06 MJ 0.00 0.04 0.04 0.32 
 
 
 MI 0.06 0.23 0.00 
 52 2Uef#160x50x35#4.75 1 3004 75 -0.05 MJ 0.00 0.02 0.02 0.21 
 MI 0.02 0.13 0.00 
 53 2Uef#160x50x35#4.75 2 9999 75 0.05 MJ 0.00 0.03 0.03 0.08 
 MI 0.00 0.01 0.00 
 54 2Uef#160x50x20#3.35 6 4279 47 -0.04 MI 0.03 0.18 0.01 0.23 
 
 
 MJ 0.00 0.01 0.00 
 55 W 200x86.0 6 4001 35 -0.04 MJ 0.13 0.35 0.35 0.39 
 MI 0.00 0.01 0.00 
 56 2Uef#160x50x35#4.75 6 9999 63 0.02 MJ 0.00 0.01 0.01 0.09 
 MI 0.01 0.06 0.00 
 57 2Uef#160x50x35#4.75 1 9999 50 0.02 MJ 0.01 0.07 0.08 0.11 
 
 
 MI 0.00 0.01 0.00 
 58 2Uef#160x50x35#4.75 6 9999 50 -0.02 MJ 0.02 0.11 0.12 0.14 
 MI 0.00 0.01 0.00 
 59 2Uef#100x50x20#3.35 6 4629 71 -0.26 MJ 0.01 0.06 0.06 0.52 
 MI 0.02 0.17 0.00 
20
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 60 2Uef#100x50x20#3.35 6 4336 78 0.17 MJ 0.00 0.03 0.00 0.37 
 MI 0.02 0.17 0.03 
 61 2Uef#100x50x20#3.35 6 4533 71 -0.10 MJ 0.00 0.01 0.01 0.31 
 MI 0.02 0.21 0.00 
 62 2Uef#100x50x20#3.35 6 4430 78 -0.03 MJ 0.00 0.01 0.01 0.21 
 MI 0.02 0.18 0.00 
 63 2Uef#100x50x20#3.35 11 4564 71 0.08 MJ 0.00 0.01 0.00 0.30 
 
 
 MI 0.02 0.21 0.01 
 64 2Uef#100x50x20#3.35 11 4243 78 -0.19 MJ 0.00 0.02 0.02 0.41 
 MI 0.02 0.19 0.00 
 65 2Uef#100x50x20#3.35 11 4381 71 0.20 MJ 0.00 0.03 0.03 0.46 
 MI 0.03 0.22 0.00 
 66 2Uef#100x50x20#3.35 11 3870 78 -0.41 MJ 0.00 0.03 0.03 0.70 
 
 
 MI 0.02 0.21 0.00 
 67 2Uef#100x50x20#3.35 11 3732 71 0.32 MJ 0.01 0.06 0.07 0.65 
 MI 0.03 0.25 0.00 
 68 2Uef#100x50x20#3.35 11 4982 78 -0.59 MJ 0.01 0.05 0.05 0.92 
 MI 0.02 0.18 0.00 
 69 2Uef#100x50x20#3.35 1 4227 82 -0.20 MJ 0.00 0.04 0.04 0.36 
 
 
 MI 0.01 0.12 0.00 
 70 2Uef#100x50x20#3.35 11 9261 71 -0.32 MJ 0.01 0.05 0.00 0.44 
 MI 0.01 0.06 0.06 
 71 2Uef#100x50x20#3.35 11 8344 78 0.22 MJ 0.01 0.03 0.04 0.31 
 MI 0.00 0.05 0.00 
 72 2Uef#100x50x20#3.35 11 7480 71 -0.20 MJ 0.00 0.02 0.00 0.28 
 
 
 MI 0.00 0.06 0.03 
 73 2Uef#100x50x20#3.35 11 9999 78 0.12 MJ 0.00 0.01 0.00 0.18 
 MI 0.00 0.04 0.01 
 74 2Uef#100x50x20#3.35 11 7510 71 -0.05 MJ 0.00 0.01 0.00 0.12 
 MI 0.01 0.06 0.01 
 75 2Uef#100x50x20#3.35 11 9999 78 0.01 MJ 0.00 0.01 0.00 0.06 
 
 
 MI 0.00 0.05 0.01 
 76 2Uef#100x50x20#3.35 1 7096 71 0.07 MJ 0.00 0.01 0.01 0.16 
 MI 0.01 0.07 0.00 
 77 2Uef#100x50x20#3.35 1 9548 78 -0.17 MJ 0.00 0.020.02 0.25 
 MI 0.01 0.07 0.00 
 78 2Uef#100x50x20#3.35 1 6459 71 0.17 MJ 0.01 0.04 0.04 0.31 
 
 
 MI 0.01 0.10 0.00 
 79 2Uef#100x50x20#3.35 6 6567 78 -0.33 MJ 0.01 0.05 0.00 0.47 
 MI 0.01 0.08 0.05 
 80 2Uef#160x50x20#3.35 6 6483 47 -0.04 MI 0.03 0.17 0.00 0.22 
 MJ 0.00 0.01 0.01 
 81 2Uef#100x50x20#3.35 6 5845 64 -0.01 MJ 0.03 0.19 0.21 0.22 
 
 
 MI 0.00 0.01 0.00 
 82 2Uef#160x50x20#3.35 6 6753 47 -0.06 MI 0.02 0.13 0.01 0.19 
 MJ 0.00 0.01 0.00 
 83 2Uef#160x50x20#3.35 1 9999 47 -0.03 MI 0.01 0.04 0.00 0.11 
 MJ 0.01 0.04 0.05 
 84 2Uef#160x50x20#3.35 6 3247 47 -0.05 MI 0.01 0.11 0.03 0.17 
 
 
 MJ 0.00 0.03 0.00 
 85 2Uef#160x50x20#3.35 1 9999 47 0.04 MI 0.01 0.04 0.00 0.07 
 86 2Uef#160x50x20#3.35 6 3271 47 -0.05 MI 0.01 0.11 0.00 0.17 
 MJ 0.00 0.01 0.01 
 87 2Uef#160x50x20#3.35 1 9999 47 0.04 MI 0.01 0.04 0.00 0.08 
 
 
21
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 88 2Uef#160x50x20#3.35 6 3268 47 -0.05 MI 0.01 0.11 0.01 0.17 
 MJ 0.00 0.01 0.00 
 89 2Uef#160x50x20#3.35 1 9984 47 -0.03 MI 0.01 0.05 0.00 0.08 
 90 2Uef#160x50x20#3.35 6 3295 47 -0.04 MI 0.01 0.10 0.00 0.16 
 MJ 0.00 0.01 0.01 
 91 2Uef#160x50x20#3.35 6 9535 47 -0.04 MI 0.01 0.07 0.00 0.11 
 
 
 MJ 0.00 0.01 0.01 
 92 2Uef#160x50x35#4.75 6 9999 50 -0.03 MJ 0.00 0.02 0.02 0.07 
 MI 0.00 0.01 0.00 
 93 2Uef#160x50x35#4.75 1 9999 50 0.03 MJ 0.01 0.05 0.05 0.08 
 MI 0.00 0.01 0.00 
 94 2Uef#100x50x20#3.35 1 9999 41 0.07 MJ 0.00 0.03 0.03 0.12 
 
 
 MI 0.00 0.02 0.00 
 95 2Uef#100x50x20#3.35 6 5372 41 -0.06 MJ 0.00 0.01 0.00 0.21 
 MI 0.02 0.14 0.01 
 96 2Uef#160x50x20#3.35 6 6518 47 -0.04 MI 0.02 0.14 0.00 0.19 
 MJ 0.00 0.01 0.01 
 97 2Uef#160x50x20#3.35 6 6201 47 -0.06 MI 0.03 0.18 0.00 0.24 
 
 
 MJ 0.00 0.01 0.01 
 98 2Uef#160x50x20#3.35 6 4660 47 -0.04 MI 0.03 0.17 0.00 0.22 
 MJ 0.00 0.01 0.01 
 99 2Uef#160x50x35#4.75 6 9999 63 0.02 MJ 0.01 0.11 0.11 0.21 
 MI 0.02 0.08 0.00 
 100 2Uef#100x50x20#3.35 6 4666 64 -0.09 MJ 0.00 0.03 0.04 0.40 
 
 
 MI 0.04 0.28 0.00 
 101 W 200x86.0 6 4406 35 -0.04 MJ 0.13 0.34 0.34 0.37 
 MI 0.00 0.01 0.00 
 102 2Uef#160x50x35#4.75 1 9999 50 0.03 MJ 0.01 0.05 0.05 0.09 
 MI 0.00 0.01 0.00 
 103 2Uef#160x50x35#4.75 6 9999 50 -0.02 MJ 0.02 0.11 0.11 0.14 
 
 
 MI 0.00 0.01 0.00 
 104 2Uef#160x50x35#4.75 1 9999 50 0.03 MJ 0.01 0.05 0.05 0.08 
 MI 0.00 0.01 0.00 
 105 2Uef#100x50x20#3.35 6 5520 41 -0.06 MJ 0.00 0.02 0.00 0.21 
 MI 0.02 0.13 0.02 
 106 2Uef#160x50x35#4.75 6 9999 63 0.02 MJ 0.00 0.01 0.00 0.09 
 
 
 MI 0.01 0.06 0.01 
 107 2Uef#100x50x20#3.35 6 9999 41 0.06 MJ 0.00 0.03 0.00 0.11 
 MI 0.00 0.02 0.03 
 108 2Uef#100x50x20#3.35 6 5942 64 -0.01 MJ 0.03 0.19 0.20 0.21 
 MI 0.00 0.02 0.00 
 109 2Uef#160x50x35#4.75 6 9999 50 -0.03 MJ 0.00 0.02 0.02 0.06 
 
 
 MI 0.00 0.02 0.00 
 110 W 200x86.0 6 9463 6 -0.04 MJ 0.02 0.36 0.36 0.39 
 MI 0.00 0.01 0.00 
 111 2Uef#160x50x35#4.75 1 9999 8 0.03 MJ 0.01 0.06 0.06 0.10 
 MI 0.00 0.02 0.00 
 112 2Uef#160x50x20#3.35 6 6779 8 0.05 MI 0.03 0.28 0.02 0.33 
 
 
 MJ 0.02 0.02 0.00 
 113 2Uef#160x50x35#4.75 6 9999 8 -0.03 MJ 0.01 0.03 0.00 0.07 
 MI 0.01 0.02 0.03 
 114 2Uef#100x50x20#3.35 6 4321 82 -0.18 MJ 0.00 0.04 0.04 0.35 
 MI 0.01 0.12 0.00 
 115 2Uef#100x50x20#3.35 1 9999 64 -0.02 MJ 0.01 0.04 0.04 0.07 
 
 
 MI 0.00 0.02 0.00 
22
 
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 116 2Uef#100x50x20#3.35 1 9999 64 -0.06 MJ 0.00 0.03 0.00 0.12 
 MI 0.00 0.03 0.03 
 117 2Uef#160x50x35#4.75 6 9999 37 -0.06 MJ 0.01 0.04 0.04 0.11 
 MI 0.00 0.01 0.00 
 118 2Uef#160x50x35#4.75 1 9999 75 0.05 MJ 0.00 0.03 0.04 0.09 
 MI 0.00 0.01 0.00 
 119 2Uef#160x50x35#4.75 1 9999 75 0.02 MJ 0.01 0.04 0.05 0.06 
 
 
 120 2Uef#160x50x35#4.75 1 9999 37 0.03 MJ 0.01 0.06 0.06 0.09 
 MI 0.00 0.01 0.00 
 121 2Uef#160x50x20#3.35 6 9999 47 -0.05 MI 0.01 0.04 0.00 0.09 
 122 W 200x86.0 1 9999 35 -0.02 MJ 0.02 0.04 0.04 0.06 
 MI 0.00 0.01 0.00 
 123 2Uef#100x50x20#3.35 1 9999 78 -0.31 MJ 0.00 0.04 0.04 0.36 
 
 
 MI 0.00 0.01 0.00 
 124 2Uef#100x50x20#3.35 1 6336 71 0.16 MJ 0.01 0.04 0.04 0.29 
 MI 0.01 0.08 0.00 
 125 2Uef#100x50x20#3.35 1 8179 78 -0.14 MJ 0.00 0.02 0.02 0.24 
 MI 0.01 0.08 0.00 
 126 2Uef#100x50x20#3.35 1 5602 71 0.05 MJ 0.00 0.01 0.01 0.18 
 
 
 MI 0.01 0.13 0.00 
 127 2Uef#100x50x20#3.35 6 6800 78 0.05 MI 0.01 0.12 0.00 0.17 
 128 2Uef#100x50x20#3.35 6 4694 71 -0.11 MJ 0.00 0.02 0.00 0.30 
 MI 0.02 0.17 0.02 
 129 2Uef#100x50x20#3.35 6 5589 78 0.18 MJ 0.00 0.02 0.02 0.36 
 
 
 MI 0.02 0.16 0.00 
 130 2Uef#100x50x20#3.35 6 3814 71 -0.29 MJ 0.01 0.03 0.00 0.59 
 MI 0.03 0.23 0.04 
 131 2Uef#100x50x20#3.35 6 4394 78 0.31 MJ 0.01 0.03 0.00 0.56 
 MI 0.02 0.21 0.04 
 132 2Uef#100x50x20#3.35 6 5010 71 -0.46 MJ 0.01 0.05 0.00 0.79 
 
 
 MI 0.03 0.22 0.05 
 133 2Uef#100x50x20#3.35 6 9999 78 -0.49 MJ 0.00 0.04 0.00 0.58 
 MI 0.00 0.03 0.05 
 134 2Uef#100x50x20#3.35 6 6384 71 0.27 MJ 0.01 0.06 0.06 0.44 
 MI 0.01 0.10 0.00 
 135 2Uef#100x50x20#3.35 6 6393 78 -0.34 MJ 0.00 0.03 0.03 0.46 
 
 
 MI 0.01 0.08 0.00 
 136 2Uef#100x50x20#3.35 11 8931 71 0.17 MJ 0.00 0.02 0.00 0.26 
 MI 0.01 0.07 0.02 
 137 2Uef#100x50x20#3.35 6 7697 78 -0.15 MJ 0.00 0.01 0.02 0.21 
 MI 0.00 0.05 0.00 
 138 2Uef#100x50x20#3.35 11 9999 71 0.06 MJ 0.00 0.01 0.00 0.09 
 
 
 MI 0.00 0.03 0.01 
 139 2Uef#100x50x20#3.35 1 7955 78 0.03 MJ 0.00 0.01 0.01 0.06 
 MI 0.00 0.03 0.00 
 140 2Uef#100x50x20#3.35 1 9999 71 -0.07 MJ 0.00 0.02 0.02 0.14 
 MI 0.01 0.06 0.00 
 141 2Uef#100x50x20#3.35 1 7400 78 0.14 MJ 0.00 0.02 0.02 0.23 
 
 
 MI 0.01 0.07 0.00 
 142 2Uef#100x50x20#3.35 6 6462 71 -0.22 MJ 0.01 0.05 0.05 0.37 
 MI 0.01 0.10 0.00 
 143 2Uef#160x50x20#3.35 9 9999 47 -0.04 MI 0.00 0.02 0.00 0.06 
 144 2Uef#160x50x20#3.35 6 3350 47 -0.05 MI 0.00 0.09 0.01 0.15 
 
 
 MJ 0.00 0.01 0.00 
23
 
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D AD E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 145 2Uef#160x50x20#3.35 9 9999 47 -0.03 MI 0.00 0.03 0.01 0.07 
 MJ 0.00 0.01 0.00 
 146 2Uef#160x50x20#3.35 6 3264 47 -0.05 MI 0.00 0.09 0.00 0.15 
 MJ 0.00 0.01 0.01 
 147 2Uef#160x50x20#3.35 1 9999 47 0.04 MI 0.01 0.03 0.00 0.07 
 MJ 0.00 0.01 0.01 
 148 2Uef#160x50x20#3.35 6 3269 47 -0.05 MI 0.01 0.10 0.00 0.16 
 
 
 MJ 0.00 0.01 0.01 
 149 2Uef#160x50x20#3.35 1 9999 47 0.04 MI 0.01 0.04 0.00 0.08 
 MJ 0.00 0.01 0.01 
 150 2Uef#160x50x20#3.35 6 3296 47 -0.05 MI 0.01 0.10 0.01 0.16 
 MJ 0.00 0.01 0.00 
 151 2Uef#160x50x20#3.35 6 8952 47 -0.04 MI 0.01 0.07 0.01 0.11 
 
 
 MJ 0.00 0.01 0.00 
 152 2Uef#160x50x35#4.75 1 9999 63 -0.01 MJ 0.00 0.02 0.02 0.04 
 MI 0.00 0.02 0.00 
 153 2Uef#100x50x20#3.35 6 9999 64 0.03 MI 0.00 0.01 0.00 0.05 
 154 2Uef#160x50x35#4.75 1 9999 50 -0.02 MJ 0.00 0.01 0.01 0.03 
 
 
 155 2Uef#160x50x35#4.75 6 9999 50 -0.02 MJ 0.01 0.05 0.00 0.07 
 MI 0.00 0.00 0.05 
 156 2Uef#160x50x35#4.75 6 9999 50 -0.03 MJ 0.00 0.02 0.00 0.06 
 MI 0.00 0.00 0.02 
 157 2Uef#160x50x35#4.75 6 9999 50 -0.03 MJ 0.01 0.08 0.00 0.10 
 
 
 MI 0.00 0.00 0.08 
 158 2Uef#160x50x35#4.75 1 9999 50 -0.03 MJ 0.01 0.04 0.04 0.07 
 159 2Uef#160x50x35#4.75 6 9999 50 -0.03 MJ 0.00 0.02 0.00 0.05 
 MI 0.00 0.00 0.02 
 160 2Uef#100x50x20#3.35 1 9999 82 -0.11 MJ 0.00 0.03 0.03 0.14 
 
 
 MI 0.00 0.01 0.00 
 161 2Uef#100x50x20#3.35 6 9999 41 -0.02 MJ 0.00 0.02 0.02 0.04 
 162 2Uef#100x50x20#3.35 1 9999 41 0.03 MJ 0.00 0.02 0.03 0.06 
 MI 0.00 0.01 0.00 
 163 2Uef#160x50x35#4.75 6 9999 63 -0.01 MJ 0.00 0.02 0.02 0.04 
 
 
 MI 0.00 0.02 0.00 
 164 2Uef#160x50x35#4.75 1 9999 50 -0.03 MJ 0.01 0.05 0.06 0.07 
 165 2Uef#100x50x20#3.35 1 9999 64 -0.03 MJ 0.00 0.03 0.03 0.06 
 MI 0.00 0.02 0.00 
 166 2Uef#160x50x35#4.75 1 9999 50 -0.03 MJ 0.00 0.02 0.02 0.04 
 
 
 167 2Uef#100x50x20#3.35 6 9999 64 0.03 MJ 0.00 0.01 0.00 0.05 
 MI 0.00 0.01 0.01 
 168 2Uef#160x50x35#4.75 1 9999 50 -0.03 MJ 0.01 0.04 0.04 0.07 
 169 2Uef#160x50x35#4.75 1 9999 50 -0.03 MJ 0.01 0.07 0.08 0.11 
 170 2Uef#100x50x20#3.35 1 9999 64 -0.06 MJ 0.00 0.03 0.03 0.09 
 
 
 MI 0.00 0.01 0.00 
 171 2Uef#160x50x35#4.75 1 9999 50 -0.02 MJ 0.00 0.01 0.01 0.04 
 172 2Uef#160x50x35#4.75 6 9999 50 -0.03 MJ 0.00 0.02 0.00 0.06 
 MI 0.00 0.00 0.03 
 173 W 200x86.0 1 9999 35 -0.02 MJ 0.02 0.05 0.05 0.06 
 
 
 MI 0.00 0.01 0.00 
 174 2Uef#160x50x20#3.35 6 9999 47 -0.05 MI 0.01 0.04 0.00 0.09 
 175 2Uef#100x50x20#3.35 1 9999 41 0.03 MJ 0.00 0.02 0.03 0.05 
 MI 0.00 0.01 0.00 
 176 2Uef#100x50x20#3.35 6 9999 41 -0.02 MJ 0.00 0.01 0.02 0.03 
 
 
 MI 0.00 0.01 0.00 
24
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 177 2Uef#100x50x20#3.35 6 9999 82 -0.12 MJ 0.00 0.03 0.00 0.14 
 MI 0.00 0.00 0.03 
 178 2Uef#160x50x35#4.75 1 9999 63 0.02 MJ 0.01 0.10 0.10 0.17 
 MI 0.01 0.05 0.00 
 179 2Uef#100x50x20#3.35 1 5265 64 -0.06 MJ 0.00 0.04 0.00 0.33 
 MI 0.03 0.23 0.04 
 180 2Uef#160x50x35#4.75 1 9999 75 0.05 MJ 0.01 0.04 0.05 0.10 
 
 
 181 2Uef#160x50x35#4.75 1 9999 75 0.03 MJ 0.00 0.02 0.02 0.04 
 182 2Uef#160x50x35#4.75 6 9999 37 -0.02 MJ 0.00 0.02 0.00 0.05 
 MI 0.00 0.00 0.03 
 183 2Uef#160x50x35#4.75 1 9999 37 -0.03 MJ 0.01 0.04 0.05 0.09 
 MI 0.00 0.01 0.00 
 184 W 200x86.0 6 4252 35 -0.05 MJ 0.12 0.30 0.30 0.46 
 
 
 MI 0.01 0.17 0.00 
 185 2Uef#100x50x20#3.35 1 6810 64 -0.01 MJ 0.02 0.16 0.17 0.18 
 186 2Uef#160x50x35#4.75 1 9999 63 0.02 MJ 0.00 0.01 0.01 0.08 
 MI 0.01 0.05 0.00 
 187 2Uef#160x50x35#4.75 6 9999 50 0.02 MJ 0.01 0.04 0.00 0.07 
 
 
 MI 0.01 0.02 0.05 
 188 2Uef#160x50x20#3.35 6 4881 47 -0.05 MI 0.02 0.15 0.00 0.19 
 MJ 0.00 0.01 0.01 
 189 2Uef#160x50x35#4.75 6 9999 50 -0.03 MJ 0.00 0.02 0.02 0.05 
 MI 0.00 0.01 0.00 
 190 2Uef#160x50x20#3.35 1 8044 47 -0.03 MI 0.02 0.13 0.00 0.16 
 
 
 MJ 0.00 0.01 0.01 
 191 2Uef#160x50x35#4.75 1 9999 50 0.03 MJ 0.01 0.07 0.08 0.12 
 MI 0.00 0.01 0.00 
 192 2Uef#160x50x35#4.75 6 5358 50 0.02 MJ 0.02 0.11 0.00 0.21 
 MI 0.02 0.09 0.11 
 193 2Uef#160x50x20#3.35 6 8189 47 -0.05 MI 0.02 0.10 0.00 0.14 
 
 
 MJ 0.00 0.01 0.01 
 194 2Uef#100x50x20#3.35 1 9999 41 0.07 MJ 0.00 0.02 0.02 0.12 
 MI 0.00 0.02 0.00 
 195 2Uef#100x50x20#3.35 1 6515 41 -0.06 MJ 0.00 0.01 0.01 0.19 
 MI 0.02 0.12 0.00 
 196 2Uef#100x50x20#3.35 6 9999 71 -0.25 MJ 0.00 0.03 0.04 0.29 
 
 
 MI 0.00 0.02 0.00 
 197 2Uef#100x50x20#3.35 6 6512 78 0.16 MJ 0.00 0.03 0.00 0.27 
 MI 0.01 0.08 0.03 
 198 2Uef#100x50x20#3.35 6 7107 71 -0.10 MJ 0.00 0.02 0.02 0.22 
 MI 0.01 0.10 0.00 
 199 2Uef#100x50x20#3.35 6 5927 78 0.04 MI 0.01 0.11 0.00 0.15 
 
 
 200 2Uef#100x50x20#3.35 1 6108 71 0.05 MJ 0.00 0.01 0.01 0.20 
 MI 0.02 0.13 0.00 
 201 2Uef#100x50x20#3.35 1 5269 78 -0.15 MJ 0.00 0.01 0.01 0.29 
 MI 0.01 0.13 0.00 
 202 2Uef#100x50x20#3.35 1 5371 71 0.17 MJ 0.00 0.02 0.03 0.37 
 
 
 MI 0.02 0.17 0.00 
 203 2Uef#100x50x20#3.35 1 4394 78 -0.36 MJ 0.00 0.03 0.03 0.58 
 MI 0.02 0.17 0.00 
 204 2Uef#100x50x20#3.35 1 4219 71 0.29 MJ 0.01 0.06 0.06 0.58 
 MI 0.03 0.21 0.00 
 205 2Uef#100x50x20#3.35 6 5032 78 -0.53 MJ 0.01 0.05 0.05 0.80 
 
 
 MI 0.02 0.16 0.00 
25
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 206 2Uef#100x50x20#3.35 1 9999 71 -0.39 MJ 0.01 0.04 0.04 0.46 
 MI 0.00 0.03 0.00 
 207 2Uef#100x50x20#3.35 1 7657 78 0.26 MJ 0.01 0.04 0.04 0.39 
 MI 0.01 0.08 0.00 
 208 2Uef#100x50x20#3.35 1 6637 71 -0.25 MJ 0.01 0.03 0.03 0.37 
 MI 0.01 0.08 0.00 
 209 2Uef#100x50x20#3.35 1 9375 78 0.15 MJ 0.00 0.02 0.02 0.23 
 
 
 MI 0.01 0.06 0.00 
 210 2Uef#100x50x20#3.35 1 7581 71 -0.09 MJ 0.00 0.01 0.00 0.15 
 MI 0.00 0.06 0.01 
 211 2Uef#100x50x20#3.35 1 9999 78 0.03 MJ 0.00 0.01 0.01 0.07 
 MI 0.00 0.03 0.00 
 212 2Uef#100x50x20#3.35 6 8280 71 0.07 MJ 0.00 0.01 0.01 0.11 
 
 
 MI 0.00 0.02 0.00 
 213 2Uef#100x50x20#3.35 6 9999 78 -0.17 MJ 0.00 0.02 0.00 0.22 
 MI 0.00 0.03 0.02 
 214 2Uef#100x50x20#3.35 6 7876 71 0.17MJ 0.01 0.04 0.04 0.27 
 MI 0.01 0.06 0.00 
 215 2Uef#100x50x20#3.35 6 9088 78 -0.33 MJ 0.01 0.04 0.00 0.43 
 
 
 MI 0.01 0.06 0.04 
 216 2Uef#160x50x20#3.35 7 9999 47 -0.04 MI 0.00 0.02 0.01 0.06 
 MJ 0.00 0.01 0.00 
 217 2Uef#160x50x20#3.35 6 3358 47 -0.05 MI 0.00 0.09 0.01 0.15 
 MJ 0.00 0.01 0.00 
 218 2Uef#160x50x20#3.35 8 9999 47 -0.03 MI 0.00 0.03 0.00 0.07 
 
 
 219 2Uef#160x50x20#3.35 6 3262 47 -0.05 MI 0.00 0.09 0.00 0.15 
 MJ 0.00 0.01 0.01 
 220 2Uef#160x50x20#3.35 7 9999 47 -0.03 MI 0.00 0.03 0.00 0.07 
 221 2Uef#160x50x20#3.35 6 3264 47 -0.05 MI 0.01 0.10 0.01 0.16 
 MJ 0.00 0.01 0.00 
 222 2Uef#160x50x20#3.35 1 9908 47 -0.04 MI 0.01 0.04 0.00 0.07 
 
 
 MJ 0.00 0.01 0.01 
 223 2Uef#160x50x20#3.35 6 3303 47 -0.04 MI 0.01 0.09 0.00 0.15 
 MJ 0.00 0.02 0.02 
 224 2Uef#160x50x20#3.35 6 9999 47 -0.04 MI 0.01 0.06 0.00 0.10 
 225 2Uef#100x50x20#3.35 1 4397 82 -0.20 MJ 0.00 0.03 0.04 0.35 
 
 
 MI 0.01 0.10 0.00 
 226 2Uef#160x50x35#4.75 1 9999 63 0.02 MJ 0.01 0.09 0.10 0.17 
 MI 0.01 0.05 0.00 
 227 2Uef#160x50x20#3.35 6 7634 47 -0.08 MI 0.03 0.14 0.00 0.20 
 MJ 0.00 0.01 0.01 
 228 2Uef#100x50x20#3.35 1 6978 64 -0.01 MJ 0.02 0.16 0.16 0.19 
 
 
 MI 0.00 0.02 0.00 
 229 2Uef#160x50x20#3.35 6 7845 47 -0.07 MI 0.02 0.11 0.00 0.17 
 MJ 0.00 0.02 0.02 
 230 W 200x86.0 6 9999 6 -0.05 MJ 0.04 0.29 0.29 0.36 
 MI 0.01 0.06 0.00 
 231 2Uef#160x50x35#4.75 1 9999 8 0.02 MJ 0.01 0.06 0.06 0.10 
 
 
 MI 0.01 0.02 0.00 
 232 2Uef#160x50x35#4.75 1 9999 8 -0.02 MJ 0.01 0.03 0.03 0.07 
 MI 0.02 0.02 0.00 
 233 2Uef#160x50x20#3.35 6 8834 8 -0.05 MI 0.05 0.22 0.00 0.28 
 MJ 0.03 0.03 0.03 
 234 2Uef#160x50x35#4.75 1 6408 50 0.01 MJ 0.01 0.09 0.10 0.17 
 
 
 MI 0.01 0.07 0.00 
26
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 235 2Uef#160x50x35#4.75 1 9999 63 0.02 MJ 0.00 0.01 0.01 0.08 
 MI 0.01 0.05 0.00 
 236 2Uef#160x50x35#4.75 1 9999 50 0.04 MJ 0.01 0.04 0.04 0.09 
 MI 0.00 0.01 0.00 
 237 2Uef#100x50x20#3.35 1 5693 64 -0.07 MJ 0.00 0.03 0.03 0.32 
 MI 0.03 0.22 0.00 
 238 W 200x86.0 1 4473 35 -0.04 MJ 0.11 0.28 0.28 0.41 
 
 
 MI 0.01 0.12 0.00 
 239 2Uef#160x50x20#3.35 6 5454 47 -0.05 MI 0.02 0.13 0.00 0.17 
 MJ 0.00 0.01 0.01 
 240 2Uef#160x50x35#4.75 6 9999 50 -0.02 MJ 0.00 0.02 0.02 0.05 
 MI 0.00 0.01 0.00 
 241 2Uef#160x50x35#4.75 1 9999 50 0.02 MJ 0.00 0.04 0.04 0.07 
 
 
 MI 0.00 0.02 0.00 
 242 2Uef#100x50x20#3.35 1 9999 41 -0.03 MJ 0.01 0.05 0.05 0.10 
 MI 0.00 0.02 0.00 
 243 2Uef#100x50x20#3.35 1 5735 41 0.04 MJ 0.01 0.02 0.02 0.19 
 MI 0.02 0.12 0.00 
 244 2Uef#100x50x20#3.35 1 3913 82 -0.13 MJ 0.00 0.03 0.00 0.28 
 
 
 MI 0.01 0.12 0.04 
 245 2Uef#160x50x35#4.75 6 9999 37 -0.03 MJ 0.00 0.03 0.00 0.06 
 MI 0.00 0.01 0.03 
 246 2Uef#160x50x35#4.75 6 9999 37 -0.03 MJ 0.01 0.05 0.00 0.08 
 MI 0.00 0.01 0.05 
 247 2Uef#160x50x35#4.75 1 9999 75 -0.04 MJ 0.00 0.02 0.02 0.07 
 
 
 MI 0.00 0.01 0.00 
 248 2Uef#160x50x35#4.75 6 9999 75 -0.06 MJ 0.00 0.03 0.03 0.09 
 MI 0.00 0.01 0.00 
 249 2Uef#100x50x20#3.35 1 9999 79 -0.40 MJ 0.01 0.05 0.06 0.53 
 MI 0.01 0.06 0.00 
 250 2Uef#100x50x20#3.35 1 5985 70 0.20 MJ 0.01 0.04 0.05 0.36 
 
 
 MI 0.01 0.10 0.00 
 251 2Uef#100x50x20#3.35 1 7132 79 -0.22 MJ 0.00 0.01 0.02 0.31 
 MI 0.01 0.07 0.00 
 252 2Uef#100x50x20#3.35 1 9504 70 0.10 MJ 0.00 0.01 0.01 0.16 
 MI 0.00 0.05 0.00 
 253 2Uef#100x50x20#3.35 6 8919 79 -0.03 MJ 0.00 0.01 0.01 0.07 
 
 
 MI 0.00 0.03 0.00 
 254 2Uef#100x50x20#3.35 1 9999 70 -0.02 MJ 0.00 0.01 0.01 0.05 
 MI 0.00 0.03 0.00 
 255 2Uef#100x50x20#3.35 1 9302 79 0.10 MJ 0.00 0.01 0.01 0.16 
 MI 0.00 0.04 0.00 
 256 2Uef#100x50x20#3.35 1 8339 70 -0.16 MJ 0.01 0.04 0.04 0.28 
 
 
 MI 0.01 0.08 0.00 
 257 2Uef#100x50x20#3.35 6 6027 70 -0.31 MJ 0.01 0.04 0.04 0.54 
 MI 0.02 0.17 0.00 
 258 2Uef#100x50x20#3.35 1 4942 79 0.20 MJ 0.00 0.02 0.03 0.41 
 MI 0.02 0.17 0.00 
 259 2Uef#100x50x20#3.35 11 4319 70 -0.15 MJ 0.00 0.02 0.00 0.36 
 
 
 MI 0.02 0.20 0.02 
 260 2Uef#100x50x20#3.35 11 6133 79 0.07 MJ 0.00 0.01 0.00 0.21 
 MI 0.01 0.13 0.01 
 261 2Uef#100x50x20#3.35 6 5327 70 0.02 MJ 0.00 0.01 0.01 0.17 
 MI 0.02 0.15 0.00 
27
 
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 262 2Uef#100x50x20#3.35 6 7341 79 -0.09 MJ 0.00 0.01 0.01 0.20 
 MI 0.01 0.10 0.00 
 263 2Uef#100x50x20#3.35 6 6025 70 0.13 MJ 0.00 0.03 0.00 0.26 
 MI 0.01 0.09 0.03 
 264 2Uef#100x50x20#3.35 6 9999 79 -0.27 MJ 0.01 0.05 0.05 0.34 
 MI 0.00 0.02 0.00 
 265 2Uef#160x50x20#3.35 1 9247 47 -0.03 MI 0.01 0.06 0.00 0.09 
 
 
 MJ 0.00 0.01 0.01 
 266 2Uef#160x50x20#3.35 6 3308 47 -0.03 MI 0.01 0.09 0.02 0.14 
 MJ 0.00 0.02 0.00 
 267 2Uef#160x50x20#3.35 1 9999 47 -0.03 MI 0.01 0.03 0.00 0.07 
 MJ 0.00 0.01 0.01 
 268 2Uef#160x50x20#3.35 6 3277 47 -0.05 MI 0.01 0.09 0.00 0.16 
 
 
 MJ 0.00 0.01 0.02 
 269 2Uef#160x50x20#3.35 7 9999 47 -0.03 MI 0.00 0.03 0.01 0.07 
 MJ 0.00 0.01 0.00 
 270 2Uef#160x50x20#3.35 1 3263 47 -0.02 MI 0.00 0.09 0.00 0.12 
 MJ 0.00 0.01 0.02 
 271 2Uef#160x50x20#3.35 7 9999 47 -0.04 MI 0.00 0.02 0.00 0.06 
 
 
 272 2Uef#160x50x35#4.75 1 9999 8 0.04 MJ 0.00 0.02 0.02 0.06 
 MI 0.01 0.00 0.00 
 273 2Uef#160x50x35#4.75 6 9999 8 -0.03 MJ 0.00 0.04 0.00 0.08 
 MI 0.01 0.00 0.04 
 274 2Uef#160x50x20#3.35 6 9999 8 -0.06 MI 0.02 0.12 0.02 0.18 
 
 
 MJ 0.01 0.02 0.00 
 275 W 200x86.0 1 9999 6 0.02 MJ 0.01 0.08 0.08 0.11 
 MI 0.01 0.02 0.00 
 289 2Uef#160x50x35#4.75 1 9228 63 -0.01 MJ 0.01 0.09 0.10 0.14 
 MI 0.01 0.03 0.00 
 290 2Uef#160x50x35#4.75 1 6942 63 -0.02 MJ 0.01 0.11 0.12 0.24 
 
 
 MI 0.02 0.11 0.00 
 291 2Uef#160x50x35#4.75 6 6963 50 -0.21 MJ 0.01 0.06 0.00 0.28 
 MI 0.00 0.01 0.07 
 292 2Uef#160x50x35#4.75 1 9999 50 -0.02 MJ 0.01 0.03 0.03 0.05 
 293 2Uef#160x50x20#3.35 1 3833 53 -0.05 MI 0.01 0.06 0.00 0.21 
 
 
 MJ 0.02 0.16 0.17 
 296 2Uef#100x50x35#4.75 7 4731 79 -0.38 MJ 0.00 0.05 0.05 0.56 
 MI 0.02 0.11 0.00 
 297 2Uef#100x50x35#4.757 4581 79 0.21 MJ 0.00 0.02 0.00 0.35 
 MI 0.02 0.10 0.03 
 298 2Uef#100x50x35#4.75 7 4629 79 -0.25 MJ 0.00 0.02 0.00 0.38 
 
 
 MI 0.02 0.10 0.03 
 299 2Uef#100x50x35#4.75 7 4683 79 0.13 MJ 0.00 0.02 0.00 0.24 
 MI 0.02 0.09 0.02 
 300 2Uef#100x50x35#4.75 7 4790 79 -0.13 MJ 0.00 0.01 0.00 0.22 
 MI 0.01 0.08 0.02 
 301 2Uef#100x50x35#4.75 7 4870 79 0.06 MJ 0.00 0.01 0.00 0.14 
 
 
 MI 0.01 0.06 0.01 
 302 2Uef#100x50x35#4.75 7 4950 79 -0.02 MJ 0.00 0.01 0.00 0.07 
 MI 0.01 0.05 0.01 
 303 2Uef#100x50x35#4.75 11 5088 79 -0.05 MJ 0.00 0.01 0.00 0.08 
 MI 0.01 0.04 0.01 
 304 2Uef#160x50x20#3.35 7 9999 53 -0.03 MI 0.01 0.06 0.00 0.10 
 
 
 MJ 0.00 0.01 0.01 
 305 2Uef#160x50x20#3.35 8 7920 53 0.04 MI 0.01 0.06 0.00 0.09 
28
 
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 306 2Uef#160x50x20#3.35 2 7999 53 0.05 MI 0.01 0.05 0.00 0.08 
 307 2Uef#160x50x20#3.35 7 2463 53 -0.06 MI 0.01 0.13 0.00 0.20 
 308 2Uef#160x50x20#3.35 7 2580 53 -0.05 MI 0.01 0.12 0.00 0.18 
 309 2Uef#160x50x20#3.35 7 8048 53 -0.05 MI 0.03 0.18 0.01 0.22 
 MJ 0.00 0.01 0.00 
 310 2Uef#100x50x35#4.75 7 3979 79 0.11 MJ 0.00 0.01 0.00 0.32 
 
 
 MI 0.02 0.20 0.01 
 311 2Uef#100x50x35#4.75 7 3722 79 -0.21 MJ 0.00 0.02 0.02 0.47 
 MI 0.03 0.21 0.00 
 312 2Uef#100x50x35#4.75 7 3748 79 0.19 MJ 0.00 0.02 0.00 0.44 
 MI 0.03 0.22 0.03 
 313 2Uef#100x50x35#4.75 7 3423 79 -0.36 MJ 0.00 0.03 0.03 0.68 
 
 
 MI 0.03 0.23 0.00 
 314 2Uef#100x50x35#4.75 7 3321 79 0.27 MJ 0.01 0.05 0.05 0.57 
 MI 0.03 0.23 0.00 
 315 2Uef#100x50x35#4.75 7 4997 79 -0.47 MJ 0.00 0.05 0.00 0.69 
 MI 0.02 0.13 0.05 
 316 2Uef#100x50x35#4.75 2 5108 79 0.07 MJ 0.00 0.01 0.01 0.12 
 
 
 MI 0.01 0.04 0.00 
 317 2Uef#100x50x35#4.75 11 5242 79 -0.15 MJ 0.00 0.02 0.00 0.19 
 MI 0.01 0.03 0.02 
 318 2Uef#100x50x35#4.75 11 5084 79 0.14 MJ 0.00 0.02 0.00 0.20 
 MI 0.01 0.04 0.02 
 319 2Uef#100x50x35#4.75 11 5617 79 -0.25 MJ 0.00 0.03 0.00 0.35 
 
 
 MI 0.01 0.06 0.03 
 320 2Uef#100x50x35#4.75 11 4821 79 0.20 MJ 0.00 0.04 0.04 0.32 
 MI 0.01 0.08 0.00 
 321 2Uef#100x50x35#4.75 11 7456 79 -0.35 MJ 0.01 0.05 0.00 0.49 
 MI 0.01 0.10 0.05 
 322 2Uef#160x50x20#3.35 7 7939 53 -0.04 MI 0.03 0.16 0.00 0.19 
 
 
 323 2Uef#100x50x35#4.75 8 8146 69 -0.08 MJ 0.01 0.10 0.00 0.20 
 MI 0.01 0.07 0.11 
 324 2Uef#100x50x35#4.75 7 6846 69 -0.01 MJ 0.01 0.11 0.11 0.19 
 MI 0.01 0.08 0.00 
 325 2Uef#160x50x35#4.75 11 9999 63 -0.09 MJ 0.00 0.03 0.00 0.19 
 
 
 MI 0.02 0.08 0.03 
 326 2Uef#160x50x35#4.75 8 5908 35 0.05 MJ 0.02 0.16 0.16 0.19 
 MI 0.00 0.01 0.00 
 327 2Uef#160x50x20#3.35 3 9999 53 -0.04 MI 0.02 0.10 0.00 0.13 
 328 2Uef#160x50x35#4.75 8 9999 57 -0.04 MJ 0.00 0.01 0.01 0.06 
 
 
 MI 0.00 0.01 0.00 
 329 2Uef#160x50x20#3.35 3 8056 53 0.05 MI 0.01 0.03 0.00 0.08 
 330 2Uef#160x50x20#3.35 3 8071 53 0.05 MI 0.01 0.03 0.00 0.08 
 331 2Uef#160x50x20#3.35 3 8050 53 0.05 MI 0.00 0.03 0.00 0.07 
 332 2Uef#160x50x20#3.35 3 8057 53 0.04 MI 0.00 0.03 0.00 0.07 
 
 
 333 2Uef#160x50x20#3.35 2 7983 53 0.04 MI 0.00 0.03 0.00 0.07 
 334 2Uef#160x50x20#3.35 8 2447 53 -0.06 MI 0.00 0.10 0.00 0.17 
 335 2Uef#160x50x20#3.35 8 2460 53 -0.07 MI 0.00 0.10 0.00 0.17 
 336 2Uef#160x50x20#3.35 8 2461 53 -0.07 MI 0.00 0.11 0.00 0.18 
 337 2Uef#160x50x20#3.35 8 2461 53 -0.07 MI 0.01 0.11 0.00 0.18 
 
 
 338 2Uef#160x50x20#3.35 8 2459 53 -0.07 MI 0.01 0.11 0.00 0.18 
 339 2Uef#160x50x35#4.75 4 9999 57 0.03 MJ 0.00 0.04 0.04 0.07 
 MI 0.00 0.01 0.00 
 340 2Uef#160x50x20#3.35 11 5384 53 -0.07 MI 0.03 0.15 0.00 0.18 
 MJ 0.00 0.01 0.01 
29
 
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 341 2Uef#160x50x35#4.75 7 4556 70 0.06 MJ 0.01 0.14 0.15 0.19 
 MI 0.00 0.01 0.00 
 342 2Uef#100x50x35#4.75 8 4053 79 -0.39 MJ 0.00 0.05 0.05 0.57 
 MI 0.02 0.11 0.00 
 343 2Uef#100x50x35#4.75 11 5101 79 -0.43 MJ 0.00 0.05 0.00 0.63 
 MI 0.01 0.11 0.05 
 344 2Uef#100x50x35#4.75 11 5184 79 0.24 MJ 0.00 0.03 0.00 0.41 
 
 
 MI 0.01 0.12 0.03 
 345 2Uef#100x50x35#4.75 8 4183 79 0.21 MJ 0.00 0.03 0.00 0.35 
 MI 0.02 0.11 0.03 
 346 2Uef#100x50x35#4.75 8 4324 79 -0.26 MJ 0.00 0.03 0.03 0.40 
 MI 0.02 0.10 0.00 
 347 2Uef#100x50x35#4.75 8 4356 79 0.14 MJ 0.00 0.02 0.00 0.26 
 
 
 MI 0.02 0.10 0.02 
 348 2Uef#100x50x35#4.75 8 4505 79 -0.13 MJ 0.00 0.01 0.02 0.24 
 MI 0.02 0.09 0.00 
 349 2Uef#100x50x35#4.75 3 4516 79 0.06 MJ 0.00 0.01 0.01 0.16 
 MI 0.02 0.09 0.00 
 350 2Uef#100x50x35#4.75 8 4631 79 -0.01 MJ 0.00 0.01 0.01 0.10 
 
 
 MI 0.02 0.09 0.00 
 351 2Uef#100x50x35#4.75 3 4592 79 -0.03 MJ 0.00 0.01 0.01 0.12 
 MI 0.02 0.09 0.00 
 352 2Uef#100x50x35#4.75 3 4697 79 0.07 MJ 0.00 0.01 0.01 0.16 
 MI 0.02 0.08 0.00 
 353 2Uef#100x50x35#4.75 3 4648 79 -0.15 MJ 0.00 0.02 0.02 0.23 
 
 
 MI 0.02 0.08 0.00 
 354 2Uef#100x50x35#4.75 9 9999 69 0.04 MJ 0.00 0.02 0.02 0.09 
 MI 0.01 0.04 0.00 
 355 2Uef#100x50x35#4.75 9 7117 93 -0.18 MJ 0.00 0.02 0.00 0.23 
 MI 0.01 0.04 0.02 
 356 2Uef#100x50x35#4.75 9 9999 46 -0.04 MJ 0.01 0.05 0.05 0.09 
 
 
 MI 0.00 0.01 0.00 
 357 2Uef#100x50x35#4.75 9 9999 46 0.04 MJ 0.00 0.02 0.02 0.10 
 MI 0.01 0.04 0.00 
 358 2Uef#100x50x35#4.75 11 4878 79 -0.30 MJ 0.00 0.03 0.00 0.49 
 MI 0.01 0.13 0.03 
 359 2Uef#100x50x35#4.75 11 5076 79 0.17 MJ 0.00 0.02 0.02 0.33 
 
 
 MI 0.02 0.13 0.00 
 360 2Uef#100x50x35#4.75 11 4787 79 -0.18 MJ 0.00 0.02 0.00 0.35 
 MI 0.02 0.14 0.02 
 361 2Uef#100x50x35#4.75 11 4977 79 0.09 MJ 0.00 0.01 0.01 0.24 
 MI 0.02 0.14 0.00 
 362 2Uef#100x50x35#4.75 11 4717 79 -0.06 MJ 0.00 0.01 0.00 0.20 
 
 
 MI 0.02 0.14 0.01 
 363 2Uef#100x50x35#4.75 11 4840 79 0.02 MJ 0.00 0.01 0.00 0.16 
 MI 0.02 0.14 0.01 
 364 2Uef#100x50x35#4.75 3 4610 79 0.06 MJ 0.00 0.01 0.01 0.21 
 MI 0.02 0.15 0.00 
 365 2Uef#100x50x35#4.75 3 4660 79 -0.13 MJ 0.00 0.01 0.01 0.28 
 
 
 MI 0.02 0.15 0.00 
 366 2Uef#160x50x20#3.35 5 9999 53 -0.04 MI 0.01 0.03 0.00 0.06 
 MJ 0.00 0.01 0.01 
 367 2Uef#160x50x20#3.35 5 8016 53 0.04 MI 0.01 0.04 0.00 0.07 
 368 2Uef#160x50x20#3.353 8079 53 0.04 MI 0.01 0.04 0.00 0.07 
 
 
 369 2Uef#160x50x20#3.35 8 2454 53 -0.06 MI 0.01 0.11 0.00 0.17 
30
 
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 370 2Uef#160x50x20#3.35 8 2559 53 -0.05 MI 0.01 0.10 0.00 0.15 
 371 2Uef#160x50x20#3.35 11 5167 53 -0.05 MI 0.02 0.12 0.00 0.13 
 MJ 0.00 0.01 0.01 
 372 2Uef#100x50x35#4.75 3 4711 79 0.14 MJ 0.00 0.02 0.02 0.24 
 MI 0.01 0.07 0.00 
 373 2Uef#100x50x35#4.75 3 4690 79 -0.26 MJ 0.00 0.03 0.03 0.36 
 
 
 MI 0.01 0.07 0.00 
 374 2Uef#100x50x35#4.75 3 4759 79 0.21 MJ 0.00 0.03 0.03 0.31 
 MI 0.01 0.06 0.00 
 375 2Uef#100x50x35#4.75 8 4808 79 -0.38 MJ 0.00 0.04 0.05 0.49 
 MI 0.01 0.06 0.00 
 376 2Uef#100x50x35#4.75 8 4479 79 0.28 MJ 0.01 0.06 0.06 0.40 
 
 
 MI 0.01 0.06 0.00 
 377 2Uef#100x50x35#4.75 8 7341 79 -0.47 MJ 0.00 0.04 0.05 0.56 
 MI 0.01 0.04 0.00 
 378 2Uef#100x50x35#4.75 3 4461 79 0.14 MJ 0.00 0.02 0.02 0.31 
 MI 0.02 0.16 0.00 
 379 2Uef#100x50x35#4.75 3 4470 79 -0.26 MJ 0.00 0.03 0.03 0.46 
 
 
 MI 0.02 0.16 0.00 
 380 2Uef#100x50x35#4.75 3 4365 79 0.21 MJ 0.00 0.03 0.03 0.41 
 MI 0.02 0.17 0.00 
 381 2Uef#100x50x35#4.75 11 4255 79 -0.39 MJ 0.00 0.04 0.00 0.63 
 MI 0.02 0.17 0.04 
 382 2Uef#100x50x35#4.75 11 3988 79 0.29 MJ 0.01 0.06 0.07 0.52 
 
 
 MI 0.02 0.16 0.00 
 383 2Uef#100x50x35#4.75 3 4994 79 -0.48 MJ 0.00 0.05 0.06 0.63 
 MI 0.01 0.09 0.00 
 384 2Uef#160x50x20#3.35 5 9999 53 -0.04 MI 0.02 0.07 0.01 0.11 
 MJ 0.00 0.01 0.00 
 385 2Uef#100x50x35#4.75 9 9860 69 -0.03 MJ 0.00 0.03 0.00 0.09 
 
 
 MI 0.01 0.05 0.03 
 386 2Uef#100x50x35#4.75 11 7253 69 0.05 MJ 0.01 0.06 0.00 0.17 
 MI 0.01 0.10 0.07 
 387 2Uef#100x50x35#4.75 9 7591 69 -0.03 MJ 0.00 0.06 0.06 0.07 
 MI 0.00 0.01 0.00 
 388 2Uef#160x50x20#3.35 7 9999 53 -0.04 MI 0.01 0.03 0.00 0.07 
 
 
 MJ 0.00 0.01 0.01 
 389 2Uef#100x50x35#4.75 11 5207 79 0.31 MJ 0.01 0.06 0.07 0.49 
 MI 0.01 0.11 0.00 
 390 2Uef#100x50x35#4.75 8 3772 79 0.28 MJ 0.01 0.06 0.07 0.47 
 MI 0.02 0.11 0.00 
 391 2Uef#100x50x35#4.75 8 4466 79 -0.47 MJ 0.00 0.06 0.00 0.59 
 
 
 MI 0.01 0.07 0.06 
 392 2Uef#100x50x35#4.75 3 7118 79 -0.53 MJ 0.00 0.04 0.00 0.66 
 MI 0.01 0.07 0.04 
 393 2Uef#160x50x20#3.35 8 2604 53 -0.05 MI 0.01 0.10 0.00 0.15 
 395 W 200x86.0 6 5489 8 0.06 MJ 0.50 0.59 0.59 0.86 
 
 
 MI 0.08 0.26 0.00 
 397 W 200x86.0 6 5221 8 -0.04 MJ 0.62 0.70 0.70 0.75 
 MI 0.01 0.06 0.00 
 398 W 200x86.0 6 5113 8 -0.04 MJ 0.65 0.72 0.72 0.77 
 MI 0.01 0.07 0.00 
 399 W 200x86.0 6 5255 8 0.05 MJ 0.60 0.67 0.67 1.01 
 
 
 MI 0.11 0.32 0.00 
31
 
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 402 2Uef#160x50x35#4.75 10 9999 37 -0.07 MJ 0.01 0.03 0.04 0.11 
 MI 0.00 0.01 0.00 
 403 2Uef#160x50x35#4.75 11 4832 37 0.05 MJ 0.01 0.04 0.00 0.23 
 MI 0.04 0.16 0.04 
 404 2Uef#160x50x35#4.75 8 6868 75 -0.04 MJ 0.00 0.02 0.03 0.09 
 MI 0.01 0.04 0.00 
 405 2Uef#160x50x35#4.75 5 9999 75 0.07 MJ 0.00 0.02 0.03 0.09 
 
 
 MI 0.00 0.01 0.00 
 406 2Uef#100x50x20#3.35 10 3981 71 -0.31 MJ 0.01 0.06 0.00 0.58 
 MI 0.03 0.18 0.06 
 407 2Uef#100x50x20#3.35 10 9352 71 -0.29 MJ 0.01 0.06 0.00 0.42 
 MI 0.01 0.07 0.06 
 408 2Uef#160x50x35#4.75 10 9999 37 -0.06 MJ 0.01 0.04 0.05 0.12 
 
 
 MI 0.00 0.01 0.00 
 409 2Uef#160x50x35#4.75 5 9999 75 0.05 MJ 0.00 0.04 0.04 0.09 
 MI 0.00 0.01 0.00 
 410 2Uef#160x50x35#4.75 5 9999 75 0.02 MJ 0.01 0.05 0.05 0.06 
 411 2Uef#160x50x35#4.75 5 9999 37 0.04 MJ 0.01 0.06 0.06 0.10 
 
 
 MI 0.00 0.01 0.00 
 412 2Uef#100x50x20#3.35 5 9999 78 -0.30 MJ 0.00 0.04 0.04 0.35 
 MI 0.00 0.01 0.00 
 413 2Uef#100x50x20#3.35 10 9999 78 -0.49 MJ 0.00 0.04 0.00 0.56 
 MI 0.00 0.02 0.05 
 414 2Uef#160x50x35#4.75 5 9999 75 0.05 MJ 0.01 0.04 0.05 0.10 
 
 
 415 2Uef#160x50x35#4.75 5 9999 75 0.03 MJ 0.00 0.02 0.02 0.05 
 MI 0.00 0.01 0.00 
 416 2Uef#160x50x35#4.75 10 9999 37 -0.03 MJ 0.00 0.03 0.00 0.06 
 MI 0.00 0.01 0.03 
 417 2Uef#160x50x35#4.75 5 9999 37 0.04 MJ 0.01 0.05 0.05 0.09 
 
 
 MI 0.00 0.01 0.00 
 418 2Uef#100x50x20#3.35 10 9999 71 -0.25 MJ 0.00 0.03 0.04 0.32 
 MI 0.01 0.03 0.00 
 419 2Uef#100x50x20#3.35 5 9999 71 -0.39 MJ 0.01 0.04 0.04 0.46 
 MI 0.00 0.03 0.00 
 420 2Uef#160x50x35#4.75 9 9999 63 0.01 MJ 0.01 0.06 0.06 0.08 
 
 
 MI 0.00 0.01 0.00 
 421 2Uef#100x50x35#4.75 10 8812 69 0.07 MJ 0.00 0.06 0.00 0.20 
 MI 0.01 0.07 0.06 
 422 2Uef#100x50x35#4.75 11 8160 69 -0.13 MJ 0.01 0.09 0.00 0.21 
 MI 0.00 0.02 0.09 
 423 2Uef#100x50x35#4.75 10 6636 69 -0.11 MJ 0.01 0.07 0.00 0.30 
 
 
 MI 0.02 0.15 0.08 
 424 2Uef#100x50x35#4.75 11 9999 47 0.10 MJ 0.00 0.02 0.00 0.16 
 MI 0.01 0.05 0.02 
 425 2Uef#100x50x20#3.35 11 9999 43 -0.18 MJ 0.01 0.04 0.00 0.22 
 MI 0.00 0.02 0.04 
 426 2Uef#100x50x20#3.35 5 9999 43 0.18 MJ 0.01 0.05 0.05 0.27 
 
 
 MI 0.01 0.05 0.00 
 427 2Uef#100x50x35#4.75 11 9999 47 -0.17 MJ 0.00 0.01 0.00 0.21 
 MI 0.00 0.03 0.01 
 428 2Uef#100x50x35#4.75 10 4423 69 0.04 MJ 0.01 0.07 0.00 0.30 
 MI 0.03 0.21 0.07 
 429 2Uef#160x50x35#4.75 10 9999 50 -0.04 MJ 0.01 0.03 0.04 0.07 
 
 
 430 W 200x86.0 5 9999 35 -0.02 MJ 0.02 0.04 0.04 0.06 
 MI 0.00 0.01 0.00 
32
 
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 431 2Uef#160x50x35#4.75 5 9999 50 -0.02 MJ 0.00 0.01 0.01 0.03 
 432 2Uef#160x50x35#4.75 10 9999 50 -0.03 MJ 0.00 0.02 0.03 0.06 
 433 2Uef#100x50x20#3.35 10 9999 41 -0.02 MJ 0.00 0.01 0.01 0.04 
 434 2Uef#100x50x20#3.35 5 9999 41 0.03 MJ 0.00 0.02 0.03 0.06 
 MI 0.00 0.01 0.00 
 436 2Uef#160x50x35#4.75 5 9999 63 -0.01 MJ 0.01 0.04 0.05 0.07 
 
 
 MI 0.00 0.02 0.00 
 437 2Uef#160x50x35#4.75 5 9999 63 -0.01 MJ 0.00 0.02 0.02 0.04 
 MI 0.00 0.02 0.00 
 438 2Uef#160x50x35#4.75 10 9999 50 -0.03 MJ 0.01 0.03 0.00 0.06 
 MI 0.00 0.00 0.04 
 439 2Uef#160x50x35#4.75 10 9999 50 -0.03 MJ 0.00 0.02 0.02 0.05 
 
 
 442 2Uef#160x50x35#4.75 5 9999 63 -0.04 MJ 0.00 0.03 0.04 0.09 
 MI 0.00 0.020.00 
 443 2Uef#160x50x35#4.75 10 9999 63 0.02 MJ 0.00 0.01 0.00 0.03 
 MI 0.00 0.01 0.01 
 444 2Uef#100x50x20#3.35 11 9999 82 -0.12 MJ 0.00 0.02 0.00 0.15 
 
 
 MI 0.00 0.01 0.03 
 445 2Uef#160x50x35#4.75 10 9999 63 -0.01 MJ 0.00 0.02 0.03 0.05 
 MI 0.00 0.02 0.00 
 446 2Uef#160x50x35#4.75 10 9999 63 -0.01 MJ 0.00 0.03 0.00 0.06 
 MI 0.00 0.02 0.03 
 447 2Uef#160x50x35#4.75 10 9999 63 0.02 MJ 0.00 0.01 0.00 0.03 
 
 
 MI 0.00 0.01 0.01 
 448 2Uef#100x50x20#3.35 5 9999 64 -0.05 MJ 0.00 0.02 0.03 0.09 
 MI 0.00 0.02 0.00 
 449 2Uef#100x50x20#3.35 10 9999 41 0.03 MJ 0.00 0.02 0.02 0.05 
 MI 0.00 0.01 0.00 
 450 2Uef#100x50x20#3.35 10 9999 41 -0.02 MJ 0.00 0.01 0.01 0.04 
 
 
 451 2Uef#100x50x20#3.35 10 9999 82 -0.13 MJ 0.00 0.02 0.00 0.15 
 MI 0.00 0.00 0.03 
 452 2Uef#160x50x35#4.75 10 9999 50 -0.03 MJ 0.01 0.07 0.00 0.09 
 MI 0.00 0.00 0.07 
 453 2Uef#160x50x35#4.75 5 9999 50 -0.03 MJ 0.01 0.04 0.05 0.06 
 
 
 454 2Uef#160x50x35#4.75 5 9999 50 -0.03 MJ 0.01 0.07 0.08 0.11 
 455 2Uef#160x50x35#4.75 10 9999 50 -0.03 MJ 0.00 0.02 0.00 0.06 
 MI 0.00 0.00 0.03 
 456 W 200x86.0 5 9999 35 -0.02 MJ 0.02 0.05 0.05 0.06 
 MI 0.00 0.01 0.00 
 457 2Uef#160x50x35#4.75 10 9999 8 -0.03 MJ 0.00 0.04 0.05 0.08 
 
 
 MI 0.01 0.00 0.00 
 458 W 200x86.0 5 9999 6 0.02 MJ 0.01 0.08 0.08 0.11 
 MI 0.01 0.02 0.00 
 467 2Uef#160x50x35#4.75 5 9999 57 0.04 MJ 0.00 0.03 0.03 0.08 
 MI 0.00 0.02 0.00 
 468 2Uef#160x50x35#4.75 9 4598 50 -0.04 MJ 0.01 0.09 0.10 0.16 
 
 
 MI 0.01 0.07 0.00 
 469 2Uef#160x50x35#4.75 5 9999 50 -0.02 MJ 0.01 0.04 0.05 0.07 
 470 2Uef#160x50x35#4.75 5 9999 50 -0.03 MJ 0.00 0.01 0.01 0.03 
 471 2Uef#160x50x35#4.75 5 9999 50 -0.03 MJ 0.01 0.04 0.04 0.08 
 472 2Uef#160x50x35#4.75 5 9999 50 -0.02 MJ 0.00 0.01 0.01 0.03 
 
 
 473 2Uef#160x50x35#4.75 10 9999 50 -0.04 MJ 0.01 0.03 0.03 0.07 
 474 2Uef#160x50x35#4.75 5 9999 8 0.03 MJ 0.00 0.02 0.02 0.05 
 475 2Uef#160x50x35#4.75 10 9999 8 -0.04 MJ 0.00 0.07 0.07 0.12 
 MI 0.02 0.02 0.00 
33
 
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 476 2Uef#160x50x20#3.35 9 4637 53 -0.05 MI 0.01 0.06 0.07 0.15 
 MJ 0.01 0.07 0.00 
 479 2Uef#160x50x35#4.75 11 9999 57 -0.06 MJ 0.00 0.01 0.00 0.08 
 MI 0.01 0.03 0.02 
 480 2Uef#160x50x20#3.35 3 5507 53 -0.04 MI 0.01 0.04 0.00 0.18 
 MJ 0.02 0.13 0.14 
 481 2Uef#100x50x20#3.35 5 3595 78 -0.13 MJ 0.00 0.01 0.01 0.32 
 
 
 MI 0.03 0.19 0.00 
 482 2Uef#100x50x20#3.35 11 9423 78 -0.03 MJ 0.00 0.01 0.00 0.08 
 MI 0.00 0.05 0.01 
 483 2Uef#100x50x20#3.35 10 4479 71 -0.12 MJ 0.00 0.02 0.00 0.32 
 MI 0.02 0.18 0.02 
 484 2Uef#100x50x20#3.35 10 9999 71 0.06 MJ 0.00 0.01 0.00 0.09 
 
 
 MI 0.00 0.02 0.01 
 485 2Uef#100x50x20#3.35 5 4189 78 -0.14 MJ 0.00 0.01 0.01 0.28 
 MI 0.02 0.13 0.00 
 486 2Uef#100x50x20#3.35 5 9999 78 0.03 MJ 0.00 0.01 0.00 0.07 
 MI 0.00 0.04 0.01 
 487 2Uef#160x50x35#4.75 10 9999 37 -0.03 MJ 0.00 0.03 0.00 0.06 
 
 
 MI 0.00 0.01 0.03 
 488 2Uef#160x50x35#4.75 10 9999 37 -0.03 MJ 0.01 0.05 0.00 0.08 
 MI 0.00 0.01 0.05 
 489 2Uef#160x50x35#4.75 5 9999 75 -0.04 MJ 0.00 0.02 0.02 0.07 
 MI 0.00 0.01 0.00 
 490 2Uef#160x50x35#4.75 10 9999 75 -0.06 MJ 0.00 0.03 0.03 0.09 
 
 
 MI 0.00 0.01 0.00 
 491 2Uef#100x50x20#3.35 5 9679 70 0.09 MJ 0.00 0.01 0.01 0.16 
 MI 0.00 0.05 0.00 
 492 2Uef#100x50x20#3.35 10 5143 70 0.02 MJ 0.00 0.01 0.00 0.18 
 MI 0.02 0.16 0.01 
 493 2Uef#100x50x20#3.35 11 3493 78 0.20 MJ 0.00 0.03 0.03 0.41 
 
 
 MI 0.03 0.17 0.00 
 494 2Uef#100x50x20#3.35 11 3725 71 -0.14 MJ 0.00 0.02 0.00 0.37 
 MI 0.03 0.22 0.02 
 495 2Uef#100x50x20#3.35 11 3711 78 0.06 MJ 0.00 0.01 0.00 0.25 
 MI 0.03 0.18 0.01 
 496 2Uef#100x50x20#3.35 11 7573 78 0.20 MJ 0.00 0.03 0.03 0.29 
 
 
 MI 0.00 0.05 0.00 
 497 2Uef#100x50x20#3.35 11 8022 71 -0.16 MJ 0.00 0.02 0.00 0.24 
 MI 0.01 0.06 0.02 
 498 2Uef#100x50x20#3.35 11 9357 78 0.09 MJ 0.00 0.01 0.00 0.15 
 MI 0.00 0.05 0.01 
 499 2Uef#100x50x20#3.35 5 5352 71 0.05 MJ 0.00 0.01 0.00 0.19 
 
 
 MI 0.01 0.14 0.01 
 500 2Uef#100x50x20#3.35 10 9402 71 0.17 MJ 0.00 0.02 0.00 0.25 
 MI 0.01 0.06 0.02 
 501 2Uef#100x50x20#3.35 11 4645 78 0.05 MI 0.02 0.10 0.00 0.15 
 502 2Uef#100x50x20#3.35 5 8482 78 0.15 MJ 0.00 0.02 0.02 0.23 
 
 
 MI 0.01 0.06 0.00 
 503 2Uef#100x50x20#3.35 5 6038 70 0.20 MJ 0.01 0.04 0.04 0.36 
 MI 0.01 0.10 0.00 
 504 2Uef#100x50x20#3.35 10 5804 70 0.13 MJ 0.00 0.03 0.00 0.27 
 MI 0.01 0.10 0.03 
 505 2Uef#160x50x20#3.35 10 3140 47 -0.05 MI 0.01 0.11 0.01 0.17 
 
 
 MJ 0.00 0.01 0.00 
34
 
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 506 2Uef#100x50x20#3.35 5 5983 71 0.16 MJ 0.01 0.04 0.04 0.30 
 MI 0.01 0.09 0.00 
 507 2Uef#100x50x20#3.35 5 7835 78 -0.14 MJ 0.00 0.02 0.02 0.24 
 MI 0.01 0.09 0.00 
 508 2Uef#100x50x20#3.35 11 6339 71 0.27 MJ 0.01 0.06 0.00 0.43 
 MI 0.01 0.09 0.06 
 509 2Uef#100x50x20#3.35 10 6620 78 -0.34 MJ 0.00 0.03 0.03 0.46 
 
 
 MI 0.01 0.07 0.00 
 510 2Uef#160x50x20#3.35 9 9999 47 -0.04 MI 0.00 0.02 0.00 0.06 
 511 2Uef#160x50x20#3.35 10 3349 47 -0.05 MI 0.00 0.09 0.01 0.15 
 MJ 0.00 0.01 0.00 
 512 2Uef#160x50x20#3.35 9 9999 47 -0.03 MI 0.00 0.03 0.00 0.07 
 
 
 MJ 0.00 0.01 0.01 
 513 2Uef#100x50x20#3.35 11 4784 78 0.16 MJ 0.00 0.03 0.00 0.27 
 MI 0.01 0.08 0.03 
 514 2Uef#100x50x20#3.35 10 5493 71 -0.11 MJ 0.00 0.02 0.00 0.22 
 MI 0.02 0.10 0.02 
 515 2Uef#100x50x20#3.35 5 7033 78 0.26 MJ 0.01 0.04 0.04 0.39 
 
 
 MI 0.01 0.08 0.00 
 516 2Uef#100x50x20#3.35 5 6398 71 -0.25 MJ 0.01 0.03 0.03 0.37 
 MI 0.01 0.09 0.00 
 517 2Uef#160x50x20#3.35 8 9999 47 -0.04 MI 0.00 0.02 0.00 0.06 
 MJ 0.00 0.01 0.01 
 518 2Uef#160x50x20#3.35 10 3232 47 -0.05 MI 0.00 0.09 0.01 0.15 
 
 
 MJ 0.00 0.01 0.00 
 519 2Uef#160x50x20#3.35 8 9999 47 -0.03 MI 0.00 0.03 0.00 0.06 
 520 2Uef#100x50x20#3.35 5 9999 79 -0.39 MJ 0.01 0.05 0.06 0.52 
 MI 0.01 0.06 0.00 
 521 2Uef#100x50x20#3.35 10 9999 79 -0.27 MJ 0.01 0.05 0.05 0.34 
 
 
 MI 0.00 0.02 0.00 
 522 2Uef#160x50x20#3.35 8 9999 47 -0.04 MI 0.000.02 0.00 0.06 
 523 2Uef#160x50x35#4.75 5 9237 63 -0.01 MJ 0.01 0.09 0.10 0.14 
 MI 0.01 0.03 0.00 
 524 2Uef#160x50x35#4.75 5 6978 63 -0.02 MJ 0.01 0.11 0.12 0.23 
 
 
 MI 0.02 0.11 0.00 
 525 2Uef#160x50x35#4.75 10 6964 50 -0.21 MJ 0.01 0.06 0.00 0.27 
 MI 0.00 0.01 0.07 
 526 2Uef#160x50x35#4.75 5 9999 50 -0.02 MJ 0.01 0.03 0.03 0.05 
 527 2Uef#100x50x20#3.35 11 3739 71 0.04 MJ 0.00 0.01 0.00 0.25 
 
 
 MI 0.03 0.22 0.01 
 528 2Uef#100x50x20#3.35 11 7865 71 -0.02 MJ 0.00 0.01 0.00 0.08 
 MI 0.01 0.06 0.01 
 529 2Uef#160x50x20#3.35 10 3147 47 -0.05 MI 0.01 0.11 0.00 0.17 
 MJ 0.00 0.01 0.01 
 530 2Uef#160x50x20#3.35 5 9999 47 0.04 MI 0.01 0.04 0.00 0.08 
 
 
 531 2Uef#100x50x20#3.35 10 6539 78 0.05 MI 0.01 0.13 0.00 0.19 
 532 2Uef#100x50x20#3.35 10 7910 78 -0.15 MJ 0.00 0.01 0.02 0.20 
 MI 0.00 0.04 0.00 
 533 2Uef#160x50x20#3.35 10 3264 47 -0.05 MI 0.00 0.09 0.00 0.15 
 MJ 0.00 0.01 0.01 
 534 2Uef#160x50x20#3.35 5 9999 47 0.04 MI 0.01 0.03 0.00 0.07 
 
 
 MJ 0.00 0.01 0.01 
 535 2Uef#100x50x20#3.35 5 4846 71 0.05 MJ 0.00 0.01 0.00 0.19 
 MI 0.02 0.13 0.01 
35
 
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 536 2Uef#100x50x20#3.35 5 7515 71 -0.08 MJ 0.00 0.01 0.00 0.15 
 MI 0.01 0.06 0.01 
 537 2Uef#160x50x20#3.35 10 3136 47 -0.05 MI 0.00 0.09 0.00 0.15 
 MJ 0.00 0.01 0.01 
 538 2Uef#160x50x20#3.35 8 9999 47 -0.03 MI 0.01 0.03 0.00 0.06 
 539 2Uef#100x50x20#3.35 11 7201 79 -0.22 MJ 0.00 0.01 0.00 0.31 
 
 
 MI 0.01 0.07 0.02 
 540 2Uef#100x50x20#3.35 10 7052 79 -0.09 MJ 0.00 0.01 0.01 0.20 
 MI 0.01 0.10 0.00 
 541 2Uef#160x50x20#3.35 9 9999 47 -0.03 MI 0.00 0.03 0.01 0.07 
 MJ 0.00 0.01 0.00 
 542 2Uef#160x50x20#3.35 5 3263 47 -0.02 MI 0.00 0.09 0.00 0.12 
 
 
 MJ 0.00 0.01 0.01 
 543 2Uef#160x50x20#3.35 5 9999 47 -0.03 MI 0.01 0.05 0.00 0.10 
 MJ 0.00 0.03 0.03 
 544 2Uef#160x50x20#3.35 8 9999 47 -0.03 MI 0.01 0.04 0.00 0.08 
 545 2Uef#100x50x20#3.35 5 3309 71 0.28 MJ 0.01 0.06 0.06 0.61 
 
 
 MI 0.04 0.25 0.00 
 546 2Uef#100x50x20#3.35 5 6807 71 0.19 MJ 0.01 0.04 0.04 0.33 
 MI 0.01 0.09 0.00 
 547 2Uef#100x50x20#3.35 10 4214 78 0.31 MJ 0.01 0.04 0.00 0.58 
 MI 0.02 0.22 0.04 
 548 2Uef#100x50x20#3.35 5 6887 78 0.13 MJ 0.00 0.02 0.02 0.24 
 
 
 MI 0.01 0.09 0.00 
 549 2Uef#100x50x20#3.35 5 3594 71 0.28 MJ 0.01 0.06 0.06 0.57 
 MI 0.03 0.21 0.00 
 550 2Uef#100x50x20#3.35 10 7883 71 0.18 MJ 0.01 0.04 0.04 0.27 
 MI 0.00 0.06 0.00 
 551 2Uef#100x50x20#3.35 5 9033 79 0.10 MJ 0.00 0.01 0.01 0.16 
 
 
 MI 0.00 0.04 0.00 
 552 2Uef#100x50x20#3.35 10 4813 79 0.20 MJ 0.00 0.02 0.00 0.41 
 MI 0.02 0.18 0.03 
 553 2Uef#160x50x20#3.35 10 3269 47 -0.05 MI 0.01 0.10 0.00 0.17 
 MJ 0.00 0.01 0.01 
 554 2Uef#160x50x20#3.35 5 9999 47 0.04 MI 0.01 0.04 0.00 0.08 
 
 
 MJ 0.00 0.01 0.01 
 555 2Uef#160x50x20#3.35 10 3296 47 -0.04 MI 0.01 0.10 0.01 0.16 
 MJ 0.00 0.01 0.00 
 556 2Uef#160x50x20#3.35 10 3308 47 -0.03 MI 0.01 0.09 0.02 0.14 
 MJ 0.00 0.02 0.00 
 557 2Uef#160x50x20#3.35 5 9999 47 -0.03 MI 0.01 0.04 0.00 0.07 
 
 
 MJ 0.00 0.01 0.01 
 558 2Uef#160x50x20#3.35 10 3277 47 -0.05 MI 0.01 0.10 0.00 0.16 
 MJ 0.00 0.01 0.02 
 559 2Uef#100x50x20#3.35 10 5309 78 0.18 MJ 0.00 0.02 0.02 0.37 
 MI 0.02 0.17 0.00 
 560 2Uef#100x50x20#3.35 10 3647 71 -0.30 MJ 0.01 0.04 0.00 0.61 
 
 
 MI 0.03 0.24 0.04 
 561 2Uef#100x50x20#3.35 10 4280 70 -0.15 MJ 0.00 0.02 0.02 0.37 
 MI 0.02 0.20 0.00 
 562 2Uef#100x50x20#3.35 10 5952 79 0.07 MJ 0.00 0.01 0.00 0.22 
 MI 0.01 0.14 0.01 
 563 2Uef#100x50x20#3.35 5 3695 71 0.16 MJ 0.00 0.02 0.02 0.41 
 
 
 MI 0.03 0.23 0.00 
36
 
 
 
R e s u l t a d o s G e r a i s 
 C A P A C I D A D E S 
 Flec Dir Combinada 
Barr Seção Co L/ Esbl Axial Corta Mom LTB Axial+Mom 
 564 2Uef#100x50x20#3.35 5 3353 78 -0.34 MJ 0.00 0.02 0.02 0.61 
 MI 0.03 0.20 0.00 
 565 2Uef#100x50x20#3.35 11 7546 71 0.09 MJ 0.00 0.01 0.00 0.18 
 MI 0.01 0.07 0.02 
 566 2Uef#100x50x20#3.35 11 8988 78 -0.20 MJ 0.00 0.02 0.00 0.29 
 MI 0.01 0.07 0.02 
 567 2Uef#160x50x20#3.35 10 3142 47 -0.05 MI 0.01 0.11 0.00 0.17 
 
 
 MJ 0.00 0.01 0.01 
 568 2Uef#160x50x20#3.35 5 9978 47 -0.03 MI 0.01 0.05 0.00 0.08 
 569 2Uef#160x50x20#3.35 10 3168 47 -0.04 MI 0.01 0.10 0.00 0.16 
 MJ 0.00 0.01 0.02 
 570 2Uef#100x50x20#3.35 5 7560 78 0.03 MJ 0.00 0.01 0.01 0.07 
 
 
 MI 0.00 0.04 0.00 
 571 2Uef#100x50x20#3.35 5 9329 71 -0.07 MJ 0.00 0.02 0.02 0.15 
 MI 0.01 0.07 0.00 
 572 2Uef#100x50x20#3.35 5 4367 71 0.16 MJ 0.00 0.02 0.03 0.36 
 MI 0.03 0.17 0.00 
 573 2Uef#100x50x20#3.35 5 3853 78 -0.35 MJ 0.00 0.03 0.03 0.58 
 
 
 MI 0.02 0.17 0.00 
 574 2Uef#100x50x20#3.35 10 8342 71 0.08 MJ 0.00 0.01 0.01 0.12 
 MI 0.00 0.03 0.00 
 575 2Uef#100x50x20#3.35 10 9999 78 -0.18 MJ 0.00 0.02 0.00 0.22 
 MI 0.00 0.02 0.02 
 576 2Uef#160x50x20#3.35 10 3138 47 -0.05 MI 0.01 0.10 0.01 0.16 
 
 
 MJ 0.00 0.01 0.00 
 577 2Uef#160x50x20#3.35 5 9999 47 -0.04 MI 0.01 0.04 0.00 0.07 
 MJ 0.00 0.01 0.01 
 578 2Uef#160x50x20#3.35 10 3183 47 -0.04 MI 0.01 0.09 0.00 0.15 
 MJ 0.00 0.02 0.02 
 579 2Uef#100x50x20#3.35 11 8921 79 -0.03 MJ 0.00 0.01 0.00 0.06 
 
 
 MI 0.00 0.03 0.01 
 580 2Uef#100x50x20#3.35 10 9999 70 -0.02 MJ 0.00 0.01 0.01 0.06 
 MI 0.00 0.04 0.00 
 581 2Uef#160x50x20#3.35 10 4625 47 -0.05 MI 0.03 0.17 0.00 0.23 
 MJ 0.00 0.01 0.01 
 582 W 200x86.0 10 4412 35 -0.04 MJ 0.13 0.35 0.35 0.38 
 
 
 MI 0.00 0.01 0.00 
 583 2Uef#160x50x35#4.75 5 9999 50 0.03 MJ 0.01 0.05 0.05 0.08 
 MI 0.00 0.01 0.00 
 584 2Uef#100x50x20#3.35 10 5369 41 -0.07 MJ 0.00 0.02 0.00 0.22 
 MI 0.02 0.14 0.02 
 585 2Uef#100x50x20#3.35 10 9999 41 0.06 MJ 0.00 0.03 0.00 0.11 
 
 
 MI 0.00 0.02 0.03 
 586 2Uef#160x50x35#4.75 10 9999 50 -0.03 MJ 0.00 0.02 0.02 0.06 
 MI 0.00 0.02 0.00 
 587 2Uef#160x50x20#3.35 10 8846 47 -0.04 MI 0.01 0.07 0.00 0.12 
 MJ 0.00 0.01 0.01 
 588 W 200x86.0 5 4542 35 -0.04 MJ 0.11 0.29 0.29 0.42 
 
 
 MI 0.01 0.12 0.00 
 589 2Uef#160x50x20#3.35 10 5451 47 -0.05 MI 0.02 0.13 0.00 0.17 
 MJ 0.00 0.01 0.02 
 590 2Uef#160x50x35#4.75 5 9999 50 -0.02 MJ 0.00 0.02 0.02 0.05

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