Code: | EM0028 | Acronym: | ME I |
Keywords | |
---|---|
Classification | Keyword |
OFICIAL | Applied Mechanics |
Active? | Yes |
Responsible unit: | Applied Mechanics Section |
Course/CS Responsible: | Master in Mechanical Engineering |
Acronym | No. of Students | Study Plan | Curricular Years | Credits UCN | Credits ECTS | Contact hours | Total Time |
---|---|---|---|---|---|---|---|
MIEM | 317 | Syllabus since 2006/2007 | 3 | - | 6 | 58,5 | 162 |
Analysis and dimensioning determinate structures: beams, trusses and reticulate structures. The determination of internal forces, stresses and deformation allows the validation of the structural system proposed. First determinate structures are treated and then appropriate approaches for the analysis of redundant structures.
Section Design in steel structures using Ultimate Stress and Ultimate Service Criteria are presented using REAPE (Portuguese specification for the design of steel structues)
Students will master the analysis fo determinate and redundant structures. This will involve the computation of internal forces, stresses and deformation in the structure. The design and safety check against Ultimate Limite State and Service Limit State of steel structures, using REAPE.
The students are requested to have atended two semester courses on Mechanics and stregth of Materials previously to atend this UC.
- Static Equilibrium in determinate structures; Reaction and internal forces, shear force and bending moment diagrams in beams and planar frames. Analysis of planar trusses.
- Energy theorems - Deformation Energy, Virtual Work theorem. Principle of minimum potential energy. Principle of complementary virtual work. Unit load method. Castigliano’s theorem.
- Force Method. Coefficient of flexibility, canonical equation, symmetry simplification.
-Displacement Method, Stiffness coeficients. End forces, Equilibrium equations, Matrix formulation.
- Section design. State of stress in determinate frame and bar. Axial force, Shear force, Simple and biaxial Bending, Combined bending (Bending, axial force and torsion); design criteria: Maximum normal stress criterion, Maximum tangential stress criterion, Von Mises criterion; Mohr criterion.
- Column Stability. Critical buckling load (Euler Problem). Design of steel sections subject to axial compressive loading. Simple and compound sections. Lateral buckling of steel beams.
- Elasto-plastic analysis. Beam calculation: static method, kinematic method.
Theoretical presentation of themes. Practical sessions, where students can solve problems and discuss problems (1,5h + 1,5 h)
Designation | Weight (%) |
---|---|
Exame | 100,00 |
Total: | 100,00 |
Designation | Time (hours) |
---|---|
Estudo autónomo | 102,00 |
Frequência das aulas | 60,00 |
Total: | 162,00 |
According to General Evaluation Rules of FEUP
The evaluation is based on two exams of equal weight (50% each one):
-one will be held during the November and it will be related with the first part of contents,
-another one to be performed in January exclusively containing the second part of the contents.
In each of these assessments will be a minimum grade of 6.5 values.
The students:
-that have not gotten an average of 10;
-that have obtained a final average of 10, but have not obtained the referred minimum grade (6.5);
-that have missed at least one of the assessments,
may perform the appeal examination (100% weight) that will evaluate all the contents of the CU.
Students with a final classification greater than 17 on the written examination will be subjected to an oral exam.
Students who which to improve their mark are allowed an “appeal Exam”, according to General Evaluation Rules of FEUP.