--------------------------------------------- - Objectives
Level 1 --------------------------------------- --------
Providing knowledge and tools necessary for analysis, comp
rensión, design and resolution of less complex structures, giving priority to the study of homogeneous materials such as wood and steel, joint training for these systems resistant to the requirements of architectural design in order to conform a single and indivisible. The student has to be gradually acquiring the skills required to select those systems that best meet the technological and socioeconomic environment in which you have to act. ------------------------------------------------ Schedule
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--- Included in the guide of Practical
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matter development ----------------------------- -------------------
theoretical Exhibition: presentation of the subject. Structure. Structural elements. Historical development of resistant structures.
"We, the architects, our responsibility to be formed to assist in the continuation of a story: the story of human actions that have allowed the taking of land and space for companies, which have communities shaped by the act of building.
The homes, neighborhoods, cities in which we live, and works of architecture of previous centuries that move us, not the result of a momentary episode of inspiration or brilliance of some men or groups of men, but the result centuries of effort in building material and construction stage of human activity.
that is reflected on materials, components structural tools and techniques and theoretical tools that scenario has been built material of human activity. With these elements of humanity found multiple alternative solutions to solve the same problem of organizing spaces, shape them so that they become useful for include the needs of human habitation: isolate, protect, cover, sort spaces contain thrusts ...
TP.N ° 0: Review of mathematical and geometric themes. Survey on ideas and concepts with which students arrive at this level of structure.
theoretical statement: actions that affect the structures. Classification, analysis and evaluation of their magnitudes.
familiar with natural phenomena acting on the structures and evaluating their impact and transmission. The study of the loads according to their origin, their duration in time, its location in space. Determining their magnitudes.
TPN 1: Identification of the type of loads and how to know their magnitudes and characteristics. Quantifying the value of charges through the analysis of loads. Know to choose and use traditional construction types consisting of homogeneous and inhomogeneous materials.
theoretical statement: forms of transfer of shares to which they are subject and design of the supporting structure and its elements for different cases
loads analysis and its modes of transmission through each structural element and the structural system as a whole. Composition of the supporting structure and its elements for different cases. Reflection on cases.
TPN 2: Case studies structural composition.
Identification of structural elements. Understanding the travel path as loads are transmitted between structural elements. Learning to represent a structural pattern and interpret existing one. (Structural Systems to resolve spaces of one or two levels, within the areas of housing, health, education, work, etc). Esquicio work in workshop. theoretical statement: Static: assumptions, equivalence and balance of power systems, its resolution. 
theoretical tools provided by the static and the basic assumptions underpinning. Items irreducible parameters identification, forms of representation and operations that can be made between them. Identify the different systems of forces, their characteristics and the methods to compose and decompose, in order to resolve the situations.
TPN 3: loads and forces and force systems. Characteristics of different systems of forces, identifying the problem to be solved (composition or decomposition) and practice the methods of solving them and their varying degrees of accuracy by comparison. Learning to recognize a particular physical fact, the static scheme that represents it in an abstract way: the forces and identification data in magnitude and position.
theoretical statement: conditions to be met by a structure for its restraint. Linkages and link reactions.
theoretical tools provided by the static and the basic assumptions underpinning. Items irreducible parameters identification, forms of representation and operations that can be made between them. Identify the different systems of forces, their characteristics and the methods to compose and decompose, in order to resolve the situations.
TPN 3: loads and forces and force systems. Characteristics of different systems of forces, identifying the problem to be solved (composition or decomposition) and practice the methods of solving them and their varying degrees of accuracy by comparison. Learning to recognize a particular physical fact, the static scheme that represents it in an abstract way: the forces and identification data in magnitude and position.
theoretical statement: conditions to be met by a structure for its restraint. Linkages and link reactions.
linked rigid plate concept. Analysis of the degrees of freedom of a sheet in the plane and in space. Study of the types of bonding and that these conditions must be met (apparent link superfluous link) its realization through the support and understanding how different types is achieved partial or total immobilization of a sheet. Apply these concepts in plane systems consisting of two or more sheets. The different options of realization of support, in different materials. Static equilibrium conditions to be met ancillary systems. Concept of bond reactions, graphical and analytical determination.
TPN 4: The balance of the structure. Their relationship. Balance problems. lock jar with the concept of freedom (in space and on the plan) and how to restrict that freedom " motion. "Know the different types of bonds and impose restrictions. identify apparent links and redundant links. Identify hypostatic linking systems, isostatic and Hyperstatic. Recognizing the possible responses depending on the state charges that are subject to the elements. To determine the value the reactions of bond from the equilibrium equations in isostatic systems of a sheet and two plates for various loading and linking.
theoretical statement: efforts characteristic and its representation by d
iagramas features.
Analyze the effects of external forces (active and reactive) result in structural elements. Characteristic efforts. Solicitations. Determination of their magnitudes, plotted diagrams of features.
theoretical statement: efforts characteristic and its representation by d
iagramas features. 
Analyze the effects of external forces (active and reactive) result in structural elements. Characteristic efforts. Solicitations. Determination of their magnitudes, plotted diagrams of features.
TPN 5: Identify the various efforts characteristic to which a structure may be subject product of its state of charge. Determine its magnitude and variation over the elements by analytical means and represented by diagrams of features. Working with the concepts of positive and negative peak values \u200b\u200band maximum value in absolute value for each type effort.
theoretical statement: normal sections of structural elements. Geometric characteristics.
Baricentro, barycentric axes, static moments and moments of inertia, centrifugal, polar, and geometric characteristics of the normal sections (simple or compound) of the structural elements are essential to understand these as key silhouettes and structural design as determinants of the rigidity of the piece with respect to the various stresses to which that characteristic or may be subjected. We study the turning radius and modulus and its influence on the design and position of sections subjected to compression and bending, determining the most appropriate.
theoretical statement: characteristics of homogeneous structural materials.
structural properties of materials from the basic assumptions of the strength of materials such as Hooke's Law and Bernoulli-Navier. Tensile tests of common and special steel, aluminum and wood, with its curves of stress / strain, comparing results of different behaviors, their elastic deformation and plastic deformation, proportional limit stress, modulus of elasticity or Young and the fault voltage in each of the materials. Ductile materials and brittle fracture. Safety factors and determination of the allowable stress of each.
TPN 6: Identify the normal sections most common structural elements, including wood and metal. Work the concept of geometric characteristics of the normal section. " Obtained for different cases: centroid, axis centroid, area moments of inertia, centrifugal and polar radius of gyration and modulus. Learn how to make use of wood and metal sections on the market and tables that provide the manufacturers.
theoretical statement: Deformations - Structural Continuity - Hiperestatici
Dad
TPN 9: Identify the structural elements continuous. To analyze the deformation of statically indeterminate systems (beams and frames) for isostatic systems. Advantages and disadvantages in each case. Consider the realization of the continuity between metal and wood. Solving systems of continuous beams by the method of deformations.
theoretical statement: efforts to those
resistant structures under
Esquicio in class about material models.
theoretical statement: Solicitation Axil tension and compression. Compression Buckling - Lattices: flat bar systems under axial force.
TPN 8: amend the design and dimensioning of structural elements subjected to axial solicitation. Determine the type and value of the solicitation in each case. Learn to choose the basic parameters and material section, the más apropiados para la solución del problema planteado.Analizar el concepto de esbeltez como relación entre características geométricas de elementos sometidos a compresión, en distintas situaciones de vinculación. Concepto de pandeo. Dimensionar o verificar piezas estructurales en distintos materiales y características formales según sea la solicitación. Estudiar sistemas de reticulados, como se generan y que características tienen que cumplir. Vigas y cabriadas reticuladas. Analizar la incidencia de la altura y el ángulo de inclinación de las cerchas en el valor de los esfuerzos internos. Obtener los esfuerzos en cada barra por distintos métodos de cálculo.
Exposición teórica about: flat flex - Flex Oblique - Flex Composite
TPN 9: identify simple and complex requests. Sizing normal and oblique bending, and check the cut. Analyze the values \u200b\u200bacquired by the normal stresses in different sections of the bar. Analyze the values \u200b\u200bassumed by cutting shear stresses in different sections. Analyzing the bending deformation. Determination of date. Identify compound bending situations, for constructive eccentricity or the presence of state product moment loads. Sum of diagrams of normal stresses. Concept central core.
theoretical Exhibition: Reflections on structural design
------------
------------------------------------ Basic Bibliography of the subject.
------------------------------------------------
- Basics resistant structures, A.CISTERNAS-B.PEDRO, ed.
own - Introduction to Structures of Buildings, D. DIAZ DOORS, ed Summa
- Intuition and Reasoning in Design Structural, D. MOSES OF SPAIN, ed. Scale
- Analysis and structural composition, EDELSTEIN R., ed. Eudecor
- Structures for architects, Salvadori and Heller, ed. CP67
- Basis for structural design, E. AVENBURG, ed. O. Buonanno. Bibliography
extended matter:
- Reason, and of the structural types, E. Torroja, ed. Graphic Arts
- Static Constructions, E. AVENBURG, ed. O. Buonanno.
- Strength of Materials, E. AVENBURG, ed. Space.
- The structure, W. Rosenthal, ed. Blume
- Structural Systems, H. ENGEL, ed. Blume
- Wood architecture, Villasuso B., ed. The ateneo
theoretical statement: normal sections of structural elements. Geometric characteristics.
Baricentro, barycentric axes, static moments and moments of inertia, centrifugal, polar, and geometric characteristics of the normal sections (simple or compound) of the structural elements are essential to understand these as key silhouettes and structural design as determinants of the rigidity of the piece with respect to the various stresses to which that characteristic or may be subjected. We study the turning radius and modulus and its influence on the design and position of sections subjected to compression and bending, determining the most appropriate.
theoretical statement: characteristics of homogeneous structural materials.
structural properties of materials from the basic assumptions of the strength of materials such as Hooke's Law and Bernoulli-Navier. Tensile tests of common and special steel, aluminum and wood, with its curves of stress / strain, comparing results of different behaviors, their elastic deformation and plastic deformation, proportional limit stress, modulus of elasticity or Young and the fault voltage in each of the materials. Ductile materials and brittle fracture. Safety factors and determination of the allowable stress of each.
TPN 6: Identify the normal sections most common structural elements, including wood and metal. Work the concept of geometric characteristics of the normal section. " Obtained for different cases: centroid, axis centroid, area moments of inertia, centrifugal and polar radius of gyration and modulus. Learn how to make use of wood and metal sections on the market and tables that provide the manufacturers.
theoretical statement: Deformations - Structural Continuity - Hiperestatici
Dad TPN 9: Identify the structural elements continuous. To analyze the deformation of statically indeterminate systems (beams and frames) for isostatic systems. Advantages and disadvantages in each case. Consider the realization of the continuity between metal and wood. Solving systems of continuous beams by the method of deformations.
theoretical statement: efforts to those
resistant structures under
Esquicio in class about material models.
theoretical statement: Solicitation Axil tension and compression. Compression Buckling - Lattices: flat bar systems under axial force.
TPN 8: amend the design and dimensioning of structural elements subjected to axial solicitation. Determine the type and value of the solicitation in each case. Learn to choose the basic parameters and material section, the más apropiados para la solución del problema planteado.Analizar el concepto de esbeltez como relación entre características geométricas de elementos sometidos a compresión, en distintas situaciones de vinculación. Concepto de pandeo. Dimensionar o verificar piezas estructurales en distintos materiales y características formales según sea la solicitación. Estudiar sistemas de reticulados, como se generan y que características tienen que cumplir. Vigas y cabriadas reticuladas. Analizar la incidencia de la altura y el ángulo de inclinación de las cerchas en el valor de los esfuerzos internos. Obtener los esfuerzos en cada barra por distintos métodos de cálculo.
Exposición teórica about: flat flex - Flex Oblique - Flex Composite
TPN 9: identify simple and complex requests. Sizing normal and oblique bending, and check the cut. Analyze the values \u200b\u200bacquired by the normal stresses in different sections of the bar. Analyze the values \u200b\u200bassumed by cutting shear stresses in different sections. Analyzing the bending deformation. Determination of date. Identify compound bending situations, for constructive eccentricity or the presence of state product moment loads. Sum of diagrams of normal stresses. Concept central core.
theoretical Exhibition: Reflections on structural design
------------
------------------------------------ Basic Bibliography of the subject.
------------------------------------------------
- Basics resistant structures, A.CISTERNAS-B.PEDRO, ed.
own - Introduction to Structures of Buildings, D. DIAZ DOORS, ed Summa
- Intuition and Reasoning in Design Structural, D. MOSES OF SPAIN, ed. Scale
- Analysis and structural composition, EDELSTEIN R., ed. Eudecor
- Structures for architects, Salvadori and Heller, ed. CP67
- Basis for structural design, E. AVENBURG, ed. O. Buonanno. Bibliography
extended matter:
- Reason, and of the structural types, E. Torroja, ed. Graphic Arts
- Static Constructions, E. AVENBURG, ed. O. Buonanno.
- Strength of Materials, E. AVENBURG, ed. Space.
- The structure, W. Rosenthal, ed. Blume
- Structural Systems, H. ENGEL, ed. Blume
- Wood architecture, Villasuso B., ed. The ateneo
- Structure and Architecture. A. Charleson.
ed.Reverté 
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