Code: | L.EC009 | Acronym: | M1 |
Keywords | |
---|---|
Classification | Keyword |
OFICIAL | Basic Sciences |
Active? | Yes |
Responsible unit: | Department of Civil and Georesources Engineering |
Course/CS Responsible: | Bachelor in Civil Engineering |
Acronym | No. of Students | Study Plan | Curricular Years | Credits UCN | Credits ECTS | Contact hours | Total Time |
---|---|---|---|---|---|---|---|
L.EC | 242 | Syllabus | 1 | - | 6 | 58,5 | 162 |
JUSTIFICATION:
- Mechanics I is the first course focused to structural engineering, introducing the fundamental concepts that allow expressing the equilibrium of civil engineering structures, which are the basis for the design.
OBJECTIVES:
- This course aims teaching and developing students’ skills on problems of mechanics of particles and rigid bodies in static conditions, by introducing theoretical concepts and practical methodologies to solve engineering problems, with a special emphasis on Civil Engineering.
At the end of this subject, students are expected to be able to mathematically express the equilibrium of rigid bodies and evaluate the reactions at the supports of determined systems. They should also be able to represent the internal distribution of forces in simple structural systems.
LEARNING OUTCOMES:
This course aims also to develop students’ technical skills regarding structural matters, which are relevant to train a civil engineer, according to lines 1.1, 1.2 and 1.3 of CDIO (Conceiving, Designing, Implementing and Operating real-world systems and products) standards. This course also aims to develop students’ personal and professional skills according to lines 2.1 and 2.2 of CDIO standards, and also to develop their independent thinking and develop skills in order to to apply knowledge in new problems and explore new concepts.
Chapter 0 - MECHANICS – AN ENGINEERING SCIENCE
Fundamental concepts; Newton laws; Units of measurement.
Chapter 1 - FORCE VECTORS AND EQUIVALENT FORCE SYSTEMS
Scalars and vectors; Vector operations; Equilibrium of a particle; Moment of a force; Moment of a force system; Defining elements of a force system; Projection property of a force system; Scalar invariant and vector invariant; Classification of force systems; Equivalent force systems; Varignon theorem; Center of parallel forces; Elementary static transformations; Reduction of a simple distributed loading.
Chapter 2 - EQUILIBRIUM OF A RIGID BODY
Equations of equilibrium; Constraints and supports of a rigid body - Degrees of freedom; Classification of rigid bodies considering constraints; Equilibrium of rigid bodies - stable equilibrium and unstable equilibrium; Evaluations of support reactions; Equilibrium in two dimensions; Equilibrium in three dimensions.
Chapter 3 - PLANE STRUCTURAL ANALYSIS
Single supported beams and cantiliver beams, loading type and supports; Three hinges archs and association of structural systems.
Chapter 4 - TRUSSES
Internal rigidity and isostaticity; Global isostaticity; bar internal forces; The method of joints; The method of sections.
Chapter 5 - INTERNAL FORCES AND DIAGRAMS
Internal forces in linear elements; Axial force; Shear force; Bending moment; Internal forces diagrams; Relations between load, shear force and bending moment.
Chapter 6 - PLANE CABLES AND CHAINS
Cables subjected to concentrated loads; Cables subjected to a distributed load - parabolic cables and catenaries.
Chapter 7 - METHOD OF VIRTUAL WORK
Definiton of virtual work and virtual displacement; Principle of virtual work; Equilibrium of rigid bodies by the method of virtual work.
Distribution- Chap. 0: 5%; Chap. 1: 15%; Chap. 2: 10%; Chap. 3: 15%; Chap. 4: 15%; Chap. 5: 15%; Chap. 6: 15%; Chap. 7: 10%
Scientific Content – 90% Technological Content – 10%
DEMONSTRATION OF THE SYLLABUS COHERENCE WITH THE CURRICULAR UNIT'S OBJECTIVES:
The Mechanics 1 Course is the first milestone in the specific training of a civil engineer, corresponding to the introduction of fundamental concepts that allow the evaluation of the equilibrium in civil engineering structures, which is the basis of their design.
All subjects of the course are discussed in theoretical and tutorial classes. Theoretical classes will be based on the presentation and explanation of concepts, principles and methods complemented with the resolution of some illustrative problems of the exercises sheets, whenever possible. In tutorial classes, the discussion of problems proposed at the exercise sheets is promoted and the students are stimulated to solve those problems individually or in group.
DEMONSTRATION OF THE COHERENCE BETWEEN THE TEACHING METHODOLOGIES AND THE LEARNING OUTCOMES:
The presentation and explanation of concepts, principles and methods of structural design in statically determined structures and the approach to practical examples related to Civil Engineering, stimulating the students to solve the proposed problems individually or in groups, allow the achievement of calculation skills that are later used in the structural design.
Designation | Weight (%) |
---|---|
Teste | 25,00 |
Exame | 75,00 |
Total: | 100,00 |
Designation | Time (hours) |
---|---|
Estudo autónomo | 103,50 |
Frequência das aulas | 58,50 |
Total: | 162,00 |
Achieving final classification requires compliance with attendance at the course unit, according to the MIEC assessment rules. It is considered that students meet the attendance requirements if, having been regularly enrolled, the number of absences of 25% for each of the classes’ types is not exceeded.
The final classification is defined through a distributed evaluation component (consisting of two test to be carried out during the class period) and a final exam. The distributed evaluation is optional. All the evaluation components are expressed on a scale of 0 to 20 values.
The final classification is computed using the following formula:
CF = max {CT ; CEF}
Where:
CT = PA x CAD + PF x CEF
With:
CAD - classification of the evaluation test to be carried during the class period;
CEF - classification of the final exam (ordinary and/or appeal seasons).
And PA and PF the weights associated to the classifications CAD and EF, respectively:
PA = 0,25 (25%)
PF = 0,75 (75%)
NOTE 1: The evaluation associated to CAD is optional. If a student does not participate in this evaluation, the corresponding weight (PA) is added to PF.
NOTE 2: The formulation is valid for all the students registered in this curricular unit.
NOTE 3: The classification of the distributed evaluation obtained in previous school years won’t be valid in the present school year.
NOTE 4: The final maximum grade that any student can obtain through the presented formula (CF) is 17. To obtain a grade of 18 or higher, the student must take an oral exam. Only students with a CF of 18 or higher are admitted to an oral exam.
See NOTE 1 of item "Fórmula de cálculo da classificação final".