Electric Curling Brush

Structures 1 Structures 2 Structures 3

------------------- Objectives
---------------------------- Level 2
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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.


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Cronograma
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Se incluye en la guía de Trabajos Prácticos.

------------------------------------------------ Practical Work

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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..

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
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, 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