| Code: | EMG0013 | Acronym: | RM |
| Keywords | |
|---|---|
| Classification | Keyword |
| OFICIAL | Technology and Applied Sciences |
| Active? | Yes |
| Responsible unit: | Construction Materials Division |
| Course/CS Responsible: | Bachelor in Mining and Geo-Environmental Engineering |
| Acronym | No. of Students | Study Plan | Curricular Years | Credits UCN | Credits ECTS | Contact hours | Total Time |
|---|---|---|---|---|---|---|---|
| LCEEMG | 15 | Plano de estudos oficial a partir de 2008/09 | 2 | - | 6 | 56 | 162 |
Introduction to elastic structural mechanics. Introduction to basic principles of mechanics of materials.
With this Curricular Unit (CU) is intended to endow the student with the fundamentals of structural analysis and the basic concepts of the Strength of Materials. At the end of the CU the student should be able to:
- Know and use static equilibrium equations
- Classify material systems regarding their external connections
- Evaluate reactions and internal efforts in isostatic systems
- Determine centres of mass, moments of inertia, inertia products and principal moments of inertia
- Characterize the stress state at a point and identify the plane stress state
- Calculate the principal stresses and principal facets using the Mohr circle
- Characterize the strain state and know the stress-strain relationship (Hooke law - isotropic materials)
- Estimate shear stresses and strains due to torsion of solid circular bars and tubes
- Determine normal stresses due to bending of linear bars
- Estimate the deflection of bars through differential equation integration.Chapter 1 – Static equilibrium
Particle equilibrium. Systems of equivalent forces. Rigid body equilibrium
Chapter 2 – Analysis of plane structures
Equations of static equilibrium; Determination of reactions of support. Truss structures; Method of joints; Ritter's Method (Method of Sections)
Chapter 3 – Internal efforts and diagrams
Axial loading, shear and moment. Diagrams plot
Chapter 4 – Geometry of Masses
Centre of mass and centre of gravity of continuous and discontinuous systems; Static moment, moment of inertia and inertia product; Principal moments of inertia
Chapter 5 - Introduction to Elasticity Theory
Stress state; Mohr's Circle; Principal stresses; Principal directions; Stress-strain relationship (Hooke law); Strain state; Principal strains
Chapter 6 – Torsion
Shear stresses and strains due to torsion of solid circular bars and tubes.
Chapter 7 – Bending
Normal stresses due to bending of linear bars; Deflection of bars: differential equation integration
| Designation | Weight (%) |
|---|---|
| Exame | 50,00 |
| Teste | 50,00 |
| Total: | 100,00 |
| Designation | Time (hours) |
|---|---|
| Estudo autónomo | 106,00 |
| Frequência das aulas | 56,00 |
| Total: | 162,00 |
There is a limit to absentism at practical classes, according to general rules of our faculty.
1. The assessment of students is of type Parcel and Resource Exam.
2. Parcel Assessment is conducted through two tests: a proof term to miedterm and proof of the date of examination of 1st call.
3. The syllabus for partial evaluation of evidence are unique.
4. In each of the partial assessments, the minimum score is 7.0 (out of 20). Students who do not obtain the minimum score of 7 values, will have to carry out a 2nd assessment.
5. The two tests (partial assessments) have equal weight (50%) in the final evaluation of the Parcel.
6. The final assessment of the Parcel is equal to the average of partial assessments. Final ratings higher than 17 are subject to defense by an oral examination.
7. Students who do not obtain approval in the Parcel Evaluation will be evaluated in the 2nd call of exams, being able to choose to carry out the evaluation related to only one of the partial modules (as long as the minimum score of 7.0 values is respected) or by performing a global examination (focusing on the entire programmatic content of the UC).
8. Students who wish to perform the 2nd call of one partial assessment must inform the Professor of this intention, by email, at least 3 working days in advance. All students who do not meet this requirement will be assessed by the global examination.
9. All the assessment tests consist of a written test scored from 0 to 20, composed by theoretical and practical questions, carried out without consulting books or notes.
Calculation formula of the final classification (CF):
CF = max {0.5T1+0.5T2; ER}
T1 - Grade of the first partial assessment, expressed to the first decimal
T2 - Grade of the second partial assessment, expressed to the first decimal
ER - Grade of the global examination.
Not applicable.
Not applicable.
Those in the General Evaluation Rules in force.
Those in the General Evaluation Rules in force.
Finishing Course: final assessemnt rates higher than 17 are subject to defense by an oral examination.