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Design of Steel and Composite Structures

Code: MEC140     Sigla: PEMM

Áreas Científicas
Classificação Área Científica
OFICIAL Estruturas

Ocorrência: 2019/2020 - 1S

Ativa? Yes
Unidade Responsável: Mecânica e Estruturas
Curso/CE Responsável:

Ciclos de Estudo/Cursos

Sigla Nº de Estudantes Plano de Estudos Anos Curriculares Créditos UCN Créditos ECTS Horas de Contacto Horas Totais
MEC 9 Study Plan 2 - 6 60 162

Docência - Responsabilidades

Docente Responsabilidade
Paulo Jorge Cunha Mendonça

Docência - Horas

Theorethical and Practical : 3,00
E-Learning: 0,50
Type Docente Turmas Horas
Theorethical and Practical Totais 1 3,00
Paulo Jorge Cunha Mendonça 3,00
E-Learning Totais 1 0,50
Paulo Jorge Cunha Mendonça 0,50

Língua de trabalho

Portuguese

Objetivos

The students attending this course already have some
knowledge and skills in the field of steel and composite
structures. The intention now is to deepen and extend their
knowledge to the areas not already covered in the course,
and to acquire skills to fully undertake projects of steel and
composite structures.

Resultados de aprendizagem e competências

The training will focus particularly on the security check of
the Class 4 cross sections, namely the shear instability of the web and its resistance to transverse loads, the efforts
interaction in the cross section and also along the beams,
columns and beam column. We shall study the elastic global
analysis frames with semi-rigid connections and plastic global analysis. Regarding composite structures intended to address the security check of slabs and beams and composite steel concrete composite joints.

Modo de trabalho

Presencial

Programa

1. Steel Structures (5 weeks)
Fundamental Concepts of plate instability phenomena.
Resistance of Class 4 cross-sections to the axial and flexural
actions. Torsion and warping. Security check to torsion.
Influence of shear. Security check of columns, beams and
beam-columns of class 4.
2. Steel Concrete Composite Structures 2 (6 weeks)
Fundamental concepts. Design of composite beams with
partial connection and their influence over the actuating
efforts, resistant efforts and deformations. Composite
columns. Resistance to axial and flexural actions and shear.
Composite slabs. Profiled sheets and connection. Flexural and
shear. Behaviour in constructive phase and service.
Constructive placement for all elements listed.
3. Connections (3 weeks)
Fundamental Concepts. Component Method. Beam-column
connections. Column bases. Connections of triangulated
structures

Bibliografia Obrigatória

Ferreira, P.; Folhas de acompanhamento da disciplina
Mendonça, P.; Folhas de acompanhamento da disciplina
Siva, Luís Simões; Gervásio, Helena; Manuel de dimensionamento de estruturas metálicas: Métodos Avançados, CMM, 2007
Calado, L. e Santos,; struturas Mistas de Aço e Betão, IST Press, 2010
Simões da Silva, L. e Santiago, A.; Manual de ligações metálicas, CMM, 2003
CEN. 2005; EN 1993-1-1 Eurocode 3: Design of Steel Structures, Part 1.1: General Rules and Rules for Buildings.
CEN, 2004; EN 1993–1–3 Eurocode 3: Design of Steel Structures, Part 1.3: Supplementary rules for cold-formed members and sheeting
CEN, 2006.; ;EN 1993–1–5 Eurocode 3: Design of Steel Structures, Part 1.5: Plated structural elements
CEN, 2005; EN 1993–1–8 Eurocode 3: Design of Steel Structures, Part 1.8: Design of Joint
CEN, 2004; EN 1994–1–1 Eurocode 4: Design of Composite Steel and Concrete Structures, Part 1.1: General Rules and Rules for Buildings

Métodos de ensino e atividades de aprendizagem

It is available in moodle the syllabus of the course, the lesson
plan of the semester, test type, a set of practice exercises,
and material support. In the first two weeks of class are
constituted working groups which will be provided the
statement of work. In the week prior to the class, is inserted
into moodle, slides of theoretical and practical content to be
worked. In class the slideshow, summarized, exposing the
matter properly structured and conclusions of the class, along
with schematics, diagrams and photos presented, is
undoubtedly a good learning process. It's overrated because
this material is available to students in advance. In practical
classes we do exercises and explain other ones solved
problems of the exercises book and we support the work of
the semester. It is intended that the working group has some
autonomy, try by itself solve emerging problems. However,
the electronic mentoring will be available to clarify doubts
and to support the work, as so the teachers attending
schedule hours.

Software

SAP 2000 - Structural Analysis Program
ROBOT Structural Analysis

Tipo de avaliação

Distributed evaluation without final exam

Componentes de Avaliação

Designation Peso (%)
Teste 70,00
Trabalho escrito 30,00
Total: 100,00

Componentes de Ocupação

Designation Tempo (Horas)
Frequência das aulas 3,50
Total: 3,50

Obtenção de frequência

Final note is the maximum between:
(i) 100% Exam
(ii) 70% Exam + 30% Work1;
(iii) 70% Exam + 20% Work1
+ 10% Work2 (Proposed exercises);
The continuous evaluation consists of:
(iv) 35% Test1 + 35% Test2 + 30% Work1.
(v) 35% Test1 + 35% Test2 + 20% Work1 + 10% Work2
(Proposed Exercises).
The minimum score for the mean of the two tests is 8.0 values
For a final grade higher than 16, an oral exam is required.

Fórmula de cálculo da classificação final

Final note is the maximum between:
(i) 100% Exam
(ii) 70% Exam + 30% Work1;
(iii) 70% Exam + 20% Work1
+ 10% Work2 (Proposed exercises);
The continuous evaluation consists of:
(iv) 35% Test1 + 35% Test2 + 30% Work1.
(v) 35% Test1 + 35% Test2 + 20% Work1 + 10% Work2
(Proposed Exercises).
The minimum score for the mean of the two tests is 8.0 values
For a final grade higher than 16, an oral exam is required.
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