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Educational guide | |||||||||||||||||||||||||||||||||||||||
IDENTIFYING DATA | 2024_25 | |||||||||||||||||||||||||||||||||||||||
Subject | THEORY OF STRUCTURES I | Code | 00708021 | |||||||||||||||||||||||||||||||||||||
Study programme |
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Descriptors | Credit. | Type | Year | Period | ||||||||||||||||||||||||||||||||||||
6 | Compulsory | Third | First |
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Language |
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Prerequisites | ||||||||||||||||||||||||||||||||||||||||
Department | TECN.MINERA,TOPOGRAF. Y ESTRUC |
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Coordinador |
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jcifr@unileon.es jvale@unileon.es |
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Lecturers |
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Web | http:// | |||||||||||||||||||||||||||||||||||||||
General description | ||||||||||||||||||||||||||||||||||||||||
Tribunales de Revisión |
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Competencias |
Code | |
A18160 | |
A18161 | |
B5634 | |
B5635 | |
B5643 | |
B5644 | |
C2 | CMECES2 That students know how to apply their knowledge to their work or vocation in a professional manner and possess the skills that are usually demonstrated through the development and defense of arguments and the resolution of problems within their area of study. |
C4 | CMECES4 That students can transmit information, ideas, problems and solutions to both a specialised and non-specialised audience |
Learning aims |
Competences | |||
Knows and applies their knowledge to their work or vocation in a professional manner, possessing the competencies typically demonstrated through the development and defense of arguments and problem-solving within their area of study. | C2 |
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Communicates information, ideas, problems, and solutions to both specialized and non-specialized audiences | C4 |
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Knows basic and technological subjects, which enable them to learn new methods and theories, and provide them with versatility to adapt to new situations. | B5634 |
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Undertakes problems with initiative, decision-making, creativity, critical reasoning, and communicates and conveys knowledge, skills, and abilities in the field of Industrial Engineering. | B5635 |
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Analyzes, synthesizes, solves, and makes decisions regarding the problems proposed in Structural Theory I. | B5643 |
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Communicates and interprets the results with initiative, creativity, and critical and self-critical reasoning. | B5644 |
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Knows and applies the fundamentals of elasticity and strength of materials to the behavior of real solids. | A18160 |
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Knows and calculates industrial structures and constructions. | A18161 |
Contents |
Topic | Sub-topic |
BLOCK I: INTRODUCTION | Topic 1: INTRODUCTION TO STRUCTURAL CALCULUS 1.1 Definition of structure; 1.2 Structural design and calculation; 1.3 Materials; 1.4 Types of elements; 1.5 Types of nodes; 1.6 Support conditions; 1.7 Actions and combination thereof; 1.8 Review of diagrams; 1.9 Structure of the subject |
BLOCK II: PIN-JOINTED STRUCTURES | Topic 2: INTRODUCTION 2.1 Stages of the design of a pin-jointed structure 2.2 The truss 2.3 Properties 2.4 Classification and types 2.5 Degree of hyperstaticity 2.6 Examples Topic 3: DETERMINATION OF FORCES IN ISOSTATIC PIN-JOINTED STRUCTURES 3.1 Method of joints; 3.2 Cremona's method; 3.3 Method of sections or Ritter's method; 3.4 Hennenberg's method; 3.5 Examples Topic 4: DETERMINATION OF DISPLACEMENTS IN ISOSTATIC PIN-JOINTED STRUCTURES 4.1 Introduction; 4.2 Williot's graphical method; 4.3 Analytical deduction of Williot's method 4.4 Generalization of Williot's graphical method 4.5 Energy methods Topic 5: DETERMINATION OF FORCES IN HYPERSTATIC PIN-JOINTED STRUCTURES 5.1 The method of forces; 5.2 Internal isostatic structures and external hyperstatic structures 5.3 Internal hyperstatic structures and external isostatic structures 5.4 Internal hyperstatic structures and external hyperstatic structures 5.5 Structures subjected to temperature increments and assembly defects Topic 6. PIN-JOINTED STRUCTURES. PROBLEMS |
BLOCK III: LATTICE STRUCTURES | Topic 8: DETERMINATION OF FORCES AND DISPLACEMENTS IN LATTICE STRUCTURES 8.1 Introduction 8.2 Method of forces 8.3 Rotations in simply supported beams 8.4 Intraslational structures. Compatibility of rotations 8.5 Translational structures. Compatibility of rotations 8.6 Slope-deflection method. 8.7 Exercises Topic 9: CROSS METHOD 9.1 Introduction; 9.2 Concept of stiffness and transmission factor 9.3 General approach 9.4 Cross method in intraslational structures 9.5 Cross method in translational structures Topic 10. CROSS METHOD Problems |
Planning |
Methodologies :: Tests | |||||||||
Class hours | Hours outside the classroom | Total hours | |||||||
Problem solving, classroom exercises | 22 | 33 | 55 | ||||||
Tutorship of group | 2 | 3 | 5 | ||||||
Lecture | 30 | 45 | 75 | ||||||
Mixed tests | 6 | 9 | 15 | ||||||
(*)The information in the planning table is for guidance only and does not take into account the heterogeneity of the students. |
Methodologies |
Description | |
Problem solving, classroom exercises | |
Tutorship of group | |
Lecture |
Personalized attention |
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Assessment |
Description | Qualification | ||
Mixed tests | T1: Partial 1 T2: Partial 2 T3: Individual/s Assignment/s |
1: 45 % 2: 45 % 3: 10 % |
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Other comments and second call | |||
1st attempt: The subject can be passed: By partial assessments: The grade will be the weighted average of T1+T2+T3. To be able to average or offset T1 or T2, the score for each of these must be greater than or equal to 3.5. There will be a final exam for the first attempt: With any uncompensated partial. 2nd attempt: For the second attempt, there will be a final exam covering the entire subject. The final grade will vary between: 90% if T3 was completed and 100% if T3 was not completed. |
Sources of information |
Access to Recommended Bibliography in the Catalog ULE |
Basic |
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Complementary |
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Recommendations |
Subjects that it is recommended to have taken before | |||||
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