Teaching GuideTerm Higher Technical University College of Architecture |
Grao en Estudos de Arquitectura |
Subjects |
Structures 1 |
Contents |
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Identifying Data | 2020/21 | |||||||||||||
Subject | Structures 1 | Code | 630G02019 | |||||||||||
Study programme |
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Descriptors | Cycle | Period | Year | Type | Credits | |||||||||
Graduate | 2nd four-month period |
Second | Obligatory | 6 | ||||||||||
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Topic | Sub-topic |
01 STRUCTURE. REQUIREMENTS AND BEHAVIOR | 1 Concept of Structure 2 Linear and Surface Structural Elements 3 Structural Systems 4 Balance and Stability 5 Strength and Rigidity 6 Design, Idealization and Analysis 7 Actions, Connections and Coercions. |
02 STRESS AND STRAIN | 1 Concept of tension. Components of the voltage vector. 2 Tensions depending on the orientation of the section. 3 Flat tension state. Tension Tensioner 4 Deformations and displacements. Components 5 Flat deformational state. Strain tensor 2 Generalized Hooke's Law - Lamé's Equations |
03 STRENGTH OF MATERIALS | 1 Solid elastic concept. Mechanical prism. 2 Bernoulli hypothesis and Saint-Venant principle. 3 Diagrams stress - deformation. 4 Failure criteria for Saint Venant and Tresca. |
04 AXIAL FORCE | 1 Uniaxial stress and strain states 2 Section resistance. 3 Resolution of hyperstatic monoaxial problems 4 Strength of the bars. Buckling. Euler's critical charge. |
05 SHEAR FORCE | 1 Elemental theory 2 Connecting elements 3 Pin calculation |
06 PURE BENDING | 1 Hypothesis and general solution 2 Simetric pure bending. Navier law. Resistant module 3 Sections calculation 4 Differential equations or the elastic line. |
07 SIMPLE BENDING | 1 Colignon formulation 2 Principal stress. Isostatic 3 Beams calculations |
08 DEVIED BENDING |
1 Normal and shear stresses 2 Bend allowance 3 Analysis of deformations |
09 BENDING (COMPOUND FLEXURE) | 1 Normal and shear stresses. Neutral axis 2 Pressure center and neutral axis 3 Central core or central nucleus. Concept. Determination. |
10 TORSION | 1 Simple torsion and pure torsion. 2 Torsion in cylindrical bars. Coulomb theory. 3 Torsion in no circular cross-section prisms 4 Design consideration in elements with torsion |
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