Structures 123 - About Us
This is the blog of the chair of the art vertical structures to study architecture at the University of Buenos Aires, in charge of Architect Professor Alicia Tanks Regular
is
continuity of the Chair of Peter Architect Perles, that developed between the years 1994 -2002, until his retirement. Architect Peter Perles continues to work with the dictation of the matter its three levels.
teaching team in charge of each level
Structures 1
Assistant Professor: Arq Beatriz H. Pedro
JTPs: Arch Alicia Monaco - Patricia Roman Arch - Architect Juan Gutierrez
Teacher: Apolonio Adriana Architect - Architect Mariana Puy - Rodrigo Avalos Architect - Architect José Dagna
Structures 2 Assistant Prof.
: Architect Ernesto Miyashiro
JTPs: Arch Teresa Mass - Eleonora Zoya Architect - Architect Paula Baioni
Teachers: Arch Edgardo Curcio - Roxana Caprino Architect - Architect Daniel Nizzo - Samantha Miss Crespo - Angelica Maria Ciancio Arch. Structures 3
Assistant Professor: Liliana Arch Vidakovich
JTP: architect Antonio Quartino
Teachers: Guillermo Miranda Architect - Architect Marc Mercuri - Architect Mariana Arbeitman
Dictation.
warrant is issued Saturday from 9 to 13.00 pm in Hall 3, Ciudad Universitaria
- lectures from 9 to 11am, are taught in classrooms on the 3rd floor
- practical classes of 11 to 13hs, workshops are held at 1st floor: 122-123-124-101-102-103-104
Saturday, October 30, 2010
Friday, October 29, 2010
Stuurprogramma Hl-dt-st Dvdram Gh40f
organizational structure of the three levels
The Chair, from the first level of structures, intended to encourage the students the ability to perceive the structure as an integral element of architecture, where its function, resisting loads and ensure stability of buildings contributes to the architectural project, adding other values \u200b\u200band functional and aesthetic feelings, to increase interest and the experience in buildings.
------------------------------------------------ -------- Subject
annual promotional
final exam day of course : Saturdays, 9 to 13 hours.
---------------------------------------------- - -------
Development Course
---------------------------------- ---------------------
The clases are developed in lectures, classes and workshops on theoretical and practical application of knowledge to practical work, by the teaching team, with the involvement of professionals invited to certain themes.
Visits to the testing laboratories.
practical work are made in groups, forming a TP folder attached to research and models and / or models for the purpose of performing experiences.
The schedule deadlines are set for each practical work.
Requirements - approve Practical Works:
Students must attend at least 75% of the theoretical and practical. It must pass 100% of practical work
- promote the subject:
should have passed the Practical and approved the final exam.
system work, correction and approval of studies.
Pilots are working on the same day you place the item in question; remember each class working in the practice of the day, it is essential assistance to the lectures to be able to perform them.
practical work received one day and returned the next class, with indications of errors or corrections written in the folder of the respective group. The approval of the TPs. required corrections have been made as indicated by teachers. If the TP. not in a position, is rated as Not Approved. You can retrieve up to three studies not approved.
rules for the preparation of practical work.
development and presentation of group practical work is in groups of up to 5 members maximum.
The exercise is done every day in the workshop and at the end of each TP. performed a questionnaire-reflection on them, that is bundled with TP. It works in A4 size sheets with graphic documentation form the practical work folder. Each and every one of practical work must be submitted in pages with a corresponding statement.
TP Guidelines and the material of the chair.
copier be purchased in the NEW-Side Ground Floor CEADIG River.
4789-6314 --------------------------------------------- -
Approval Form ---------------------------------------
--------
Practical Works Approval.
Folder TPs. presented at the end of the course with 100% of the work done and approved. With the complete file is signed approval of the practical. Be considered regular and will be able to sign the adoption of practical work, students who credited the 75% attendance and 100% of approved practical work within the requirements and timelines. With three consecutive away loses regular status. Approval of the subject. Once approved
practical work is being able to take the final.
optional integrated assessment system.
The chair implements a testing system integrators optional (no binding with the adoption of practical work) in order to achieve partial instances where the student can integrate the knowledge acquired so far and implement on a specific proposal. Each semester
raises two, with instances of recovery: first an inclusive and practical exercises on the other a series of theoretical questions that include concepts developed or analysis of particular situations.
The approval of assessments enabled in the final examination for one year only:
- developing a theoretical assessment of the issues that were issued during the course if they approved the request of the practice (of 1 st and 2 nd term)
- to develop a practical assessment of the issues that were made during the course if approved by the instance theory (1 st and 2 nd semester)
- developing a theoretical issue whether the student used this system and passed all four assessments any of its instances (the two practices and two theoretical).
The content of these reviews, prepared with the cooperation of the staff, maintains the characteristics of the exercises done in practical work, but the exercises integrate the concepts of three or four units.
Students are informed in advance of the characteristics of exercise practice, amount of exercise, time to implement those guidelines and criteria and evaluation. They also have available a list of theoretical questions that cover all the topics covered in the respective thematic units.
Final Exam.
The final exam covers all the content, both practical and theoretical matter program. It consists of an integrated practical exercises and a series of theoretical questions that include concepts developed during the course, or analysis of particular situations.
assessment content maintains the characteristics of the exercises done on practical work, but integrative approach. It also has a list of theoretical questions that cover all the topics covered in the respective thematic units.
Evaluation Criteria - Conceptual understanding of physical situations (of varying complexity depending on the level of interest)
- Ability to interpret and analyze the different study models.
- Using the knowledge acquired in the course and the ability to interrelate operatively.
- Skill in the selection and combination of procedures and methods (both analytically and graphically) depending on the situation in question
- correct solution in the numerical results.
- Appropriate use of technical language to communicate in oral and written expression.
The Chair, from the first level of structures, intended to encourage the students the ability to perceive the structure as an integral element of architecture, where its function, resisting loads and ensure stability of buildings contributes to the architectural project, adding other values \u200b\u200band functional and aesthetic feelings, to increase interest and the experience in buildings.
------------------------------------------------ -------- Subject
annual promotional
final exam day of course : Saturdays, 9 to 13 hours.
---------------------------------------------- - -------
Development Course
---------------------------------- ---------------------
The clases are developed in lectures, classes and workshops on theoretical and practical application of knowledge to practical work, by the teaching team, with the involvement of professionals invited to certain themes.
Visits to the testing laboratories.
practical work are made in groups, forming a TP folder attached to research and models and / or models for the purpose of performing experiences.
The schedule deadlines are set for each practical work.
Requirements - approve Practical Works:
Students must attend at least 75% of the theoretical and practical. It must pass 100% of practical work
- promote the subject:
should have passed the Practical and approved the final exam.
system work, correction and approval of studies.
Pilots are working on the same day you place the item in question; remember each class working in the practice of the day, it is essential assistance to the lectures to be able to perform them.
practical work received one day and returned the next class, with indications of errors or corrections written in the folder of the respective group. The approval of the TPs. required corrections have been made as indicated by teachers. If the TP. not in a position, is rated as Not Approved. You can retrieve up to three studies not approved.
rules for the preparation of practical work.
development and presentation of group practical work is in groups of up to 5 members maximum.
The exercise is done every day in the workshop and at the end of each TP. performed a questionnaire-reflection on them, that is bundled with TP. It works in A4 size sheets with graphic documentation form the practical work folder. Each and every one of practical work must be submitted in pages with a corresponding statement.
TP Guidelines and the material of the chair.
copier be purchased in the NEW-Side Ground Floor CEADIG River.
4789-6314 --------------------------------------------- -
Approval Form ---------------------------------------
--------
Practical Works Approval.
Folder TPs. presented at the end of the course with 100% of the work done and approved. With the complete file is signed approval of the practical. Be considered regular and will be able to sign the adoption of practical work, students who credited the 75% attendance and 100% of approved practical work within the requirements and timelines. With three consecutive away loses regular status. Approval of the subject. Once approved
practical work is being able to take the final.
optional integrated assessment system.
The chair implements a testing system integrators optional (no binding with the adoption of practical work) in order to achieve partial instances where the student can integrate the knowledge acquired so far and implement on a specific proposal. Each semester
raises two, with instances of recovery: first an inclusive and practical exercises on the other a series of theoretical questions that include concepts developed or analysis of particular situations.
The approval of assessments enabled in the final examination for one year only:
- developing a theoretical assessment of the issues that were issued during the course if they approved the request of the practice (of 1 st and 2 nd term)
- to develop a practical assessment of the issues that were made during the course if approved by the instance theory (1 st and 2 nd semester)
- developing a theoretical issue whether the student used this system and passed all four assessments any of its instances (the two practices and two theoretical).
The content of these reviews, prepared with the cooperation of the staff, maintains the characteristics of the exercises done in practical work, but the exercises integrate the concepts of three or four units.
Students are informed in advance of the characteristics of exercise practice, amount of exercise, time to implement those guidelines and criteria and evaluation. They also have available a list of theoretical questions that cover all the topics covered in the respective thematic units.
Final Exam.
The final exam covers all the content, both practical and theoretical matter program. It consists of an integrated practical exercises and a series of theoretical questions that include concepts developed during the course, or analysis of particular situations.
assessment content maintains the characteristics of the exercises done on practical work, but integrative approach. It also has a list of theoretical questions that cover all the topics covered in the respective thematic units.
Evaluation Criteria - Conceptual understanding of physical situations (of varying complexity depending on the level of interest)
- Ability to interpret and analyze the different study models.
- Using the knowledge acquired in the course and the ability to interrelate operatively.
- Skill in the selection and combination of procedures and methods (both analytically and graphically) depending on the situation in question
- correct solution in the numerical results.
- Appropriate use of technical language to communicate in oral and written expression.
Thursday, October 28, 2010
Noma Thermostat Celsius To Farenheit
--------------------------------------------- - 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
---------------------------------------------
--- Included in the guide of Practical
----------------------------------- -------------
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 Electric Curling Brush
Structures 1 Structures 2 Structures 3
TPN 3: BENDING - STRESS STATE. Analysis of sections subjected to simple bending and composed with great eccentricity. Relations between the factors involved in the calculation and its impact on the design of the piece.
TPN 4: UNIDIRECTIONAL and BIDIRECTIONAL SLABS. Analysis of different factors that influence behavior structure of this type: load, maximum light, lighting ratio, structural continuity (embedding of its edges), establishing the relationship between: stresses, deformations and reinforcement position taken. Working on the structural scheme given, are calculated the types of slabs and trusses are outlined elected.
same work is done, with photographic documentation, which aims to research for the realization of the different types of tiles: A sequence of jobs, technical design and placement of formwork, preparation and positioning armor, implementation and placement of concrete, vibrated techniques and curing the same, even stripping the body of the structure.
TPN 5: ISOSTATIC BEAMS - indeterminate - ARMED JUST SECTIONS - SECTION DOUBLE ARMED. Recognition of the key factors to determine the structural behavior of beams: 1 *) the different loads acting, 2 *) the possibility of continuity or 3 *) different forms of the section. Relationship between the location of reinforcement taken, the stresses and strains. Different beams are calculated on the structural scheme given dimensioning bending, cutting and plotting Verified reinforcement obtained.
research is developing a photographic material for beams with similar requirements to those required for slabs.
TPN 6: COLUMNS CENTERED and eccentric
Based on the structural patterns given, we analyze the loads acting on different types of columns, 1 st order requests that they originated and the effect of slenderness depending on part geometry and their link conditions. Inquiring about the concepts of rigidity design this type of structure will take into account the factors set out, looking for the student and solicitation relating deformation of the part with the correct positioning of the reinforcements taken.
an investigation is carried out with photographic material with characteristics similar to those requested in previous typologies.
TPN 7: ISOLATED BASES: CENTERED, WITH ECCENTRIC TENSION.
are designed and dimensioned for various types of computed columns in the previous practical work, analyzing their solicitations (sized to bending and punching-check if necessary), its geometry and distribution of their armor.
research is developing a photographic material with characteristics similar to those requested in previous typologies.
------------------- Objectives
---------------------------- Level 2
------------- ----------------------------------
develops the basic concepts necessary for the design and dimensioning of reinforced concrete structures .
Both the theoretical concepts taught in each unit as a practical activity that takes place in aller t tends to el alumno desarrolle conocimientos y habilidades para poder:
a) comprender el comportamiento estructural del material;
b) plantear alternativas estructurales, seleccionando las más adecuadas;
c) predimensionar y calcular diferentes componentes estructurales y
d) conocer la instrumentación necesaria poder materializarlas en la obra.
------------------------------------------------
Cronograma
------------------------------------------------
---------------------------- Level 2
------------- ----------------------------------
develops the basic concepts necessary for the design and dimensioning of reinforced concrete structures .
Both the theoretical concepts taught in each unit as a practical activity that takes place in aller t tends to el alumno desarrolle conocimientos y habilidades para poder:
a) comprender el comportamiento estructural del material;
b) plantear alternativas estructurales, seleccionando las más adecuadas;
c) predimensionar y calcular diferentes componentes estructurales y
d) conocer la instrumentación necesaria poder materializarlas en la obra.
------------------------------------------------
Cronograma
------------------------------------------------
Se incluye en la guía de Trabajos Prácticos.
------------------------------------------------ Practical Work
----------------------------------------- -------
TPN 1: DEFORMATION CHARACTERISTICS AND PATTERNS
Review deformation features in bar charts straight shaft and bent axis and Hyperstatic isostatic systems.
TPN 2: PROJECT STRUCTURAL . Pose structural-recognition of structural elements on Architectural
arise given structural schemes to achieve a first look at the structures of H º A º, defining the different basic structural elements such as slabs, beams, columns, tensors, bases, etc..
Review deformation features in bar charts straight shaft and bent axis and Hyperstatic isostatic systems.
TPN 2: PROJECT STRUCTURAL . Pose structural-recognition of structural elements on Architectural
arise given structural schemes to achieve a first look at the structures of H º A º, defining the different basic structural elements such as slabs, beams, columns, tensors, bases, etc..
TPN 3: BENDING - STRESS STATE. Analysis of sections subjected to simple bending and composed with great eccentricity. Relations between the factors involved in the calculation and its impact on the design of the piece.
TPN 4: UNIDIRECTIONAL and BIDIRECTIONAL SLABS. Analysis of different factors that influence behavior structure of this type: load, maximum light, lighting ratio, structural continuity (embedding of its edges), establishing the relationship between: stresses, deformations and reinforcement position taken. Working on the structural scheme given, are calculated the types of slabs and trusses are outlined elected.
same work is done, with photographic documentation, which aims to research for the realization of the different types of tiles: A sequence of jobs, technical design and placement of formwork, preparation and positioning armor, implementation and placement of concrete, vibrated techniques and curing the same, even stripping the body of the structure.
TPN 5: ISOSTATIC BEAMS - indeterminate - ARMED JUST SECTIONS - SECTION DOUBLE ARMED. Recognition of the key factors to determine the structural behavior of beams: 1 *) the different loads acting, 2 *) the possibility of continuity or 3 *) different forms of the section. Relationship between the location of reinforcement taken, the stresses and strains. Different beams are calculated on the structural scheme given dimensioning bending, cutting and plotting Verified reinforcement obtained.
research is developing a photographic material for beams with similar requirements to those required for slabs.
TPN 6: COLUMNS CENTERED and eccentric
Based on the structural patterns given, we analyze the loads acting on different types of columns, 1 st order requests that they originated and the effect of slenderness depending on part geometry and their link conditions. Inquiring about the concepts of rigidity design this type of structure will take into account the factors set out, looking for the student and solicitation relating deformation of the part with the correct positioning of the reinforcements taken.
an investigation is carried out with photographic material with characteristics similar to those requested in previous typologies.
TPN 7: ISOLATED BASES: CENTERED, WITH ECCENTRIC TENSION.
are designed and dimensioned for various types of computed columns in the previous practical work, analyzing their solicitations (sized to bending and punching-check if necessary), its geometry and distribution of their armor.
research is developing a photographic material with characteristics similar to those requested in previous typologies.
---------------------------- -------------------- Basic Bibliography
matter
---------------------------------------- Concrete
--------
, P. PERLES. ed. Nobuko
Concrete-Twist - Bases eccentric-H º Prestressed, P. PERLES. ed. Nobuko.
Bibliography prepared by the chair. Regulation
CIRSOC, series 100, 200 and 300, ed.
INTI-Reinforced Concrete Slabs-J. BERNAL. ed. Nobuko
-Reinforced Concrete Beams, J. BERNAL. ed. Nobuko
-Reinforced Concrete Columns, J. BERNAL. ed. Nobuko
Concrete-Footings-Ing J. BERNAL. ed. Nobuko
Concrete Technology Course, AN CASTIARENA. ed. Byblos
Criteria for choosing the system foundation of a building. ALONSO CW
Soil and foundations. C. Bibliography
Savioli extended matter:
Reinforced Concrete Structures, Volumes 1 through 5. F. LEONAHRDT, ed. El Ateneo.
, and prestressed reinforced concrete. H. Rusch, ed. CECSA.
Manual Calculation of Reinforced Concrete Structures, POZZI AZZARO vol.1y 2. ed. ICPA
German Commission for the Study of Reinforced Concrete, 220 and 240 notebooks. ed. IRAM. Concrete
, P. MONTOYA JIMENEZ, García Meseguer, MORÁN CABRÉ. ed. G. Gili.
Method for dispensing Concrete, JF GARCIA BALADO. ed. ICPA.
Manual for Calculus Plate. ASKALMANOK, ed. Inter Science.
The practice of prestressed concrete. G. DREUX, ed. Blume. Reason and Being
Structural Types. E. Torroja, Graphic Arts Master.
Systems Structures. H. ENGEL, ed. Blume. Structure as Architecture
. A. Charleson.
ed.Reverté matter
---------------------------------------- Concrete
--------
, P. PERLES. ed. Nobuko
Concrete-Twist - Bases eccentric-H º Prestressed, P. PERLES. ed. Nobuko.
Bibliography prepared by the chair. Regulation
CIRSOC, series 100, 200 and 300, ed.
INTI-Reinforced Concrete Slabs-J. BERNAL. ed. Nobuko
-Reinforced Concrete Beams, J. BERNAL. ed. Nobuko
-Reinforced Concrete Columns, J. BERNAL. ed. Nobuko
Concrete-Footings-Ing J. BERNAL. ed. Nobuko
Concrete Technology Course, AN CASTIARENA. ed. Byblos
Criteria for choosing the system foundation of a building. ALONSO CW
Soil and foundations. C. Bibliography
Savioli extended matter:
Reinforced Concrete Structures, Volumes 1 through 5. F. LEONAHRDT, ed. El Ateneo.
, and prestressed reinforced concrete. H. Rusch, ed. CECSA.
Manual Calculation of Reinforced Concrete Structures, POZZI AZZARO vol.1y 2. ed. ICPA
German Commission for the Study of Reinforced Concrete, 220 and 240 notebooks. ed. IRAM. Concrete
, P. MONTOYA JIMENEZ, García Meseguer, MORÁN CABRÉ. ed. G. Gili.
Method for dispensing Concrete, JF GARCIA BALADO. ed. ICPA.
Manual for Calculus Plate. ASKALMANOK, ed. Inter Science.
The practice of prestressed concrete. G. DREUX, ed. Blume. Reason and Being
Structural Types. E. Torroja, Graphic Arts Master.
Systems Structures. H. ENGEL, ed. Blume. Structure as Architecture
. A. Charleson.
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