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As of March 26, 2011 class rings of the three levels are given in the following classrooms:
Structures 1 - classroom 305
Structures 2 - classroom 309
Structures 3 - classroom 320

See you at 9am. The chair

right

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as finding information on the blog

A blog is an index.
The different types of information are
- Overview of the chair and stuff.
- general information about the program
every level - individual information on each level in each year. (Here is the daily information for each level of the year)
- general information.
- links related to the subject
- related links the different fields of activity of the university and the FADU.

share a beautiful video about constructors
http://www.youtube.com/watch?v=wQ-0llsEp9I
The Chair.

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ALLEGED.

The system of taxation on dividends is foreseen in the law of income tax and is effective from the year 2001, and in cases where the dividend is from a company up in Venezuela will be considered taxable to the recipient and thus to tax only dividend that originates from the payer's net income in excess of its net taxable income. Importantly, the Law Reform (2002), defined in an authentic way that Net Income must be understood "that passed by the Shareholders and foundations to the Financial Statements prepared and adjusted to the accounting principles generally accepted in the Bolivarian Republic of Venezuela ", ie financial statements adjusted for inflation.

However, in order to avoid any form of distribution of profits to shareholders in a separate mechanism to dividends, we find that the Law on Income Tax provides that deemed dividend paid and therefore subject to the tax regime, loans, deposits or advances made by companies to their shareholders to the amount of profits or reserves, this is called ALLEGED DIVIDENDS.

However, this presumption does not operate in the following circumstances: 1) The Company has received as consideration for interest at a rate not less than three (3) percentage points below the loan rate set by the Central Bank of Venezuela. 2) The member has paid in cash the amount of credit before the end of the year of the Company. 3) This is a loan granted under the savings plans only to those referred to in paragraph 8 of Article 14 of the Law

The requirements referred to in paragraphs 1 and 2 should be concurrent , ie, not mutually exclusive. Unlike the case of loans referred to in paragraph 3, which are awarded under a different course and is a condition exclusive to the points which precede it.

This leads us to conclude that even if the company has received interest at a rate that meets the given parameters, if the shareholder does not pay its debt before closing the fiscal year, also be deemed to have received a dividend and therefore would be taxable by this tax.

But in practice, it may happen that there is a credit to the shareholder, on which the company has not received any interest or has been paid at year end but that is not considered as a dividend paid to shareholders. These are the cases: i) The Company has no profits (surplus); ii) In determining taxable income for dividends according to the formula: Dividend / Net Enrichment (END) is equal to Net Income (RN) less Income Tax imposed (RFG), there is no excess in relation to the prosecutor (RN ≤ RFG), ie: Net Income is less than or equal to the severe fiscal income. Therefore, in these two cases, if not verify the circumstances for the presumption that we are in the presence of a dividend paid to shareholders nor the obligation incurred as a result to pay income tax.

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CLOSURE OF COMMERCIAL ESTABLISHMENT IN OUR ordinances

Ordinance TAXES ON BUSINESS ACTIVITIES OF INDUSTRY, TRADE, SERVICES OR SIMILAR KIND (IAE) force, provides for punitive to illicit tax consisting SHUTDOWNS OF ESTABLISHMENTS; penalty or sanction it in most cases is disproportionate to the fault which is intended to punish, since the penalty must respond in a rational and proportionate to the evil entity caused by the wrongful act.

is important to note that contrary to the assumptions embodied in the Organic Tax Code (TOC), this ordinance contains sixteen (16) cases of Closures for Illicit Formal, Plus One (1) by Illicit Material.

However, for the purpose of illustrating the consecration of the indefinite closure in the IAE, I will discuss Article 107 of the Ordinance: " who pay late or later, established in this ordinance shall be punished by a fine tribute to one percent (1%) of those and with temporary closure of three (3) business days or until it meets its fiscal (...) ".

In this regard, we must emphasize that the closure well regulated, is indefinite, because it would not be ordered for a specified number of days, but the lifting of the penalty would be subject to compliance with an obligation; Ordinance creates a situation of legal insecurity and uncertainty, as it seeks to punish " temporary closure ", having paid late, that means, that if a taxpayer pays the council tax, a day after the deadline established by Ordinance, shall be subject" indefinitely "to at any time before an audit or verification, the facility will be closed, because this fact not be remedied, and not the taxpayer be certain of the fate of its fiscal situation facing the City, is always on the lookout to be closed, placing him in a sort of legal limbo, an attack against the principle of legal certainty that should characterize all its own administrative management of a genuine rule of law.

This situation is unacceptable, as the closing sentence is one of the most serious penalties you may get a legal entity, and therefore must be limited to very specific and perfectly lapses defined in the law.

In my opinion, this provision violates the right economic freedom that is embodied, as the extent of closure of establishment for an indefinite period and suspension economic activity would prevent the trader will exercise their business in the Municipality HERES without a valid legal justification, since the closure of his establishment, for an apparently indefinite period, in this case is subject to the payment of alleged debts.

Undoubtedly, this provision violates the right to property enshrined in Article 115 of the Constitution, since it would subtracting an amount of money the assets of the plaintiff that, perhaps, not underpaid.

This is even recognized by the national legislature to dictate the COT, which certainly provides for the punishment for certain offenses closing, but restricted to a maximum of days (usually very brief). To that end, I refer to my readers, by way of illustration, the reading of Articles 101 and 102 of the COT, which provide closures of no more than five (5) and three (3) days, respectively (...)

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EXEDENTES COMPENSATION RETENTION

Before developing the point, it should bring up the general principle of law which provides that it is contrary to justice and good faith, the creditor required to debtor the payment of an obligation is liable while the second one. This principle is enshrined in our Civil Code Article 1331. This is the ethical basis underlying the figure of compensation as a means of legal termination of the reciprocal obligations between individuals.

However, Article 49 of the Tax Code (COT) established a ban under which compensation is not enforceable in respect of indirect taxes provides the structure and translation figures the so-called debits and tax credits, such as VAT. Hence, the SENIAT and the Political Administration (SPA) of the Supreme Court upheld the criterion that, based on Article 49 of the COT, it was not possible to compensate taxpayers oppose tax credits to them (from other taxes) in order to extinguish the VAT tax payable for a particular fiscal period.

From the year 2004 in the Law on VAT was introduced: " ordinary taxpayers can recover the surplus to the administration of withholding that apply in terms and conditions established by the respective ruling. If the administrative decision is favorable, authorizes compensation management or disposal of surplus. "

can be seen that while acknowledging the possibility of raising the surplus as compensation, the source is subject to the terms and conditions - exhausting administrative procedures - set in an order sublegal range and tax administration (Administrative Order SANT/2005/0056 SENIAT).

is important to refer to the decision of the SPA of the Supreme Court dated 29 June 2010, in which reading can be inferred that the taxpayer may set up in compensation excess tax withholding to exist in his favor and has not been able to deduct, without having to go to the recovery procedure provided for in the said administrative ruling.

In the specific case, the Board determined that the taxpayer had already begun before the SENIAT the procedure to recover the excess withholding tax not deducted and got no positive response on the application, consideration should be denied, and was entitled to exercise the appropriate remedy, however, the Board stated that in the COT in 2001, the compensation is enforceable without a prior administrative decision of the tax administration to recognize it , so he could have opposed the taxpayer without resorting to the recovery procedure.

According to many experts, this statement would argue that the criterion of the Supreme Court, is optional for the taxpayer to go to the recovery procedure established in the Administrative Order SNAT/2995/0056 to enforce the compensation or giving tax credits, provided they get a favorable response SENIAT, or directly against the compensation of the excess withholding tax not deducted, in which case you must simply notify the administration tax on time in the TOC. THIS IS A FAIR TAX SYSTEM AND EFFICIENT as provided in our Constitution.

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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

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.
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Development Course
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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 ---------------------------------------
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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.

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--------------------------------------------- - 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.

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.

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

- Structure and Architecture. A. Charleson.

ed.Reverté