victor hideki cho - pre requisites.docx

8/11/2019 Victor Hideki Cho - Pre requisites.docx

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Unit Outlinematerial references

Victor Hideki Cho26220695

Monash

Universityunits that

you wish to

enrol in

Monash prerequisite(s) Brazilian University units that meet

prereqs

CIV3222 -

Bridge design

and assessment

semester

2/2014

CIV2206 - Mechanics ofsolidsCIV2226 - Design of concrete

and masonry structures

2547 - MECHANICS OF SOLIDS I

3765STATICS

2575-CONCRETE STRUCTURES I

2565-MECHANICS OF STRUCTURES I

2574-MECHANICS OF STRUCTURES II

2556-MECHANICS OF SOLIDS II

2575-CONCRETE STRUCTURES II

CIV3247 -

GeomechanicsII semester

2/2014

CIV2242 - Geomechanics I

2583FOUNDATIONS

2570 - SOIL MECHANICS LABORATORY2547 - SOIL MECHANICS

CIV4235 -

Advanced

structural

design semester2/2014

CIV3222 - Bridge design andassessmentCIV3221 - Building structuresand technology


3765STATICS2575 - CONCRETE STRUCTURES I

2565 - MECHANICS OF STRUCTURES I

2574 - MECHANICS OF STRUCTURES II

2556 - MECHANICS OF SOLIDS II

2575-CONCRETE STRUCTURES II

2561 - BUILDING CONSTRUCTION I2571 - BUILDING CONSTRUCTION II

2579 - BUILDING CONSTRUCTION III

CIV2226 -

Design of

concrete and

masonry

structures

NONE

Not Required

CIV2282 -

Transport and

traffic

engineering

NONE

Not Required

CIV3203 -

Civil

engineering

construction

semester

1/2015

CIV2225 - Design of steel and

timber structuresCIV2226 - Design of concrete

and masonry structures

2575-CONCRETE STRUCTURES I

2561 - BUILDING CONSTRUCTION I

2571 - BUILDING CONSTRUCTION II

CIV2206 -

Mechanics of

solids semester

1/2015

NONE

Not Required

CIV2225 -

Design of steel

and timber

structures

semester

1/2015

NONE

Not Required


2/21

CIV3205 -

Project

management

for civil

engineers

semester

1/2015

NONE

Not Required

CIV4284 -

Transport

systems

semester

1/2015

CIV2282 - Transport andtraffic engineering

2562 - TRANSPORTATION SYSTEMS

2572 - ROAD AND HIGHWAY TRAFFIC

2584 - HIGHWAYS

CIV3221 -

Building

structures and

technology

semester

1/2015

CIV2206 - Mechanics ofsolidsCIV2225 - Design of steel and

timber structures


3765STATICS




2575 - CONCRETE STRUCTURES I

Synopsis: Concept of buildings structure. Property of materials. Actions and safety in reinforced

structures of concrete. Brazilian norm and symbology. Structural analysis. Design and assessment

of linear elements. Ultimate and serviceability limit states. Domain of deformation in the ultimate

limit state. Study of simple bending in rectangular sections: positive reinforcement with steel bars,

double reinforcement (positive and negative) with steel bars. Linear elements under shear forces:

serviceability limit state. Anchorage. Adherence. Cracking. Calculus and detailing of slab and

beams in reinforced concrete buildings. Project of form in a buildings reference floor. Calculus anddetailing of slab and beams in reinforced concrete. (Res. 003/2004-CEP)

Goals: Analysis of hypotheses for the design of linear elements of reinforced concrete under simple

bending and shear in the ultimate limit state and serviceability, formulate and execute projects of

reinforced concrete structures. (Res. 003/2004-CEP)

Classroom hours: 85

PROGRAM

. 1 MATERIALS PROPERTIES:

PROPERTIES OF STRUCTURAL CONCRETE : CLASS , SPECIFIC MASS, COEFFICIENT OF THERMAL

EXPANSION , COMPRESSION RESISTANCE, TRACTION RESISTANCE, FATIGUE RESISTANCE ,

ELASTIC MODULUS ,POISSONS COEFFICIENT, CREEP AND SHRINKAGE .

STRESS-STRAIN DIAGRAM FOR CONCRETE : DIAGRAM PARABLE - RECTANGLE , SIMPLIFIED

RECTANGULAR DIAGRAM .

STEELOF PASSIVE ARMOR : CATEGORIES AND CLASSES , TYPES OF SURFACES , SPECIFIC

MASS, COEFFICIENT OF THERMAL EXPANSION , ELASTIC MODULUS, STRESS-STRAIN DIAGRAM,

RESISTANCE TO FLOW(did not find a better word to translate) AND TRACTION , DUCTILITY ,

FATIGUE RESISTANCE , WELD .

. 2 ACTIONS AND SAFETY IN CONCRETE STRUCTURES :


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CONCEPT AND CLASSIFICATION OF ACTION : PERMANENT, VARIABLE AND EXCEPTIONAL ( NBR

8681 ) .

HORIZONTAL ACTION.

VALUE OF ACTION AND RESISTANCE ( CHARACTERISTICS AND CALCULATION ) .

WEIGHTED COEFFICIENTS

COMBINATION OF ACTIONS ( ULTIMATE LIMIT STATE AND SERVICEABILITY, NBR6I18).

VERIFICATION OF SECURITY .

LOADS FOR THE CALCULATION OF STRUCTURES BUILDINGS ( NBR 6120 ) .

. 3 STRUCTURAL DESIGN OF BUILDINGS IN REINFORCED CONCRETE :

FUNDAMENTALS OF STRUCTURAL ARRANGEMENT .

COMPONENTS OF REINFORCED CONCRETE STRUCTURE .

DESIGN OF MOULDS : LAUNCH OF MOULDS OF A PAVEMENT .

LOADS : LOADS AND OVERLOAD .

REACTIONS OF SLABS ON BEAMS .

PRE SIZING OF PARTS : BEAMS, SLABS AND PILLARS .

EXAMPLES OF DETAILEDPROJECTS OF PLANS AND CUTS OF MOULDS .

. 4 STRUCTURAL ANALYSIS :

GENERAL PRINCIPLES OF STRUCTURAL ANALYSIS .

BASIC ASSUMPTIONS : CONDITIONS OF EQUILIBRIUM AND COMPATIBILITYOF STRAIN .

DEFINITION OF LINEAR AND SURFACEELEMENTS .

TYPES AND STRUCTURAL ANALYSIS :LINEAR ANALYSIS , LINEAR ANALYSIS WITH

REDISTRIBUTION , PLASTIC ANALYSIS , NONLINEAR ANALYSIS , ANALYSIS BY PHYSICAL

MODELS .

STRUCTURE OF USUAL BUILDINGS ALLOWED APPROACHES : CONTINUOUS BEAMS ,

RETICULATE STRUCTURE AND GRIDS .

STAGES OF BEHAVIOR .

DOMAIN OF DEFORMATION .

. 5 BEAMS OF REINFORCED CONCRETE :

STUDY OF BENDING IN SIMPLE RECTANGULAR SECTIONS AND SECTIONS T.

DIMENSIONLESSTABLES

NBR6118 GENERAL CRITERIA : MINIMUM Coverings , MAXIMUM AND MINIMUMSPACINGS

BETWEEN ARMOUR , ARMOUR MINIMUM DIMENSIONS AND MINIMUM ARMOUR.

STUDY OF ADHESION BETWEEN CONCRETE AND STEEL .


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STUDY OF ANCHOR OF TENSIONED AND COMPRESSED BAR . STRAIGHT , WITH BOW AND

HOOKS ANCHOR . AMENDMENTS BY CROSSOVER(did not find a better word to translate).

ANCHORAGE OF LONGITUDINAL ARMOUR IN EXTREME AND INTERMEDIATE SUPPORTS.

ANCHORAGE OF LONGITUDINAL ARMOUR OUT OF SUPPORTS: OFFSET OF BENDING MOMENT

DIAGRAM

ACCOMMODATIONOF LONGITUDINAL ARMOUR IN CROSS SECTION .

STUDY OF SHEAR IN LINEAR ELEMENTS :RESISTENT BEHAVIORAND TRUSS ANALOGY.

CALCULATIONMODEL OF CROSS ARMOUR ( NBR6118 ) : MINIMUM COVERINGS , MAXIMUM

AND MINIMUM SPACING BETWEEN ARMOUR, MINIMUM AND MAXIMUM DIAMETERS , MINIMUM

REINFORCEMENT , NUMBER OF BRANCHES AND ESTRIBES .

LOAD NEXT TO SUPPORT .

SUSPENSION AND SEWING ARMOUR.

SKIN ARMOUR .

STATE LIMITSOF SERVICEABILITY: STATE OF LIMIT STRAIN( ARROW ) , LIMIT STATE OF

CRACKING ( FISSURES OPENING ) , LIMIT STATE DEFORMATION OF CRACKS .

. 6 SOLID SLABS IN REINFORCED CONCRETE :

NBR6118 GENERAL CRITERIA : MINIMUM Coverings , MAXIMUM AND MINIMUM SPACINGS

BETWEEN ARMOUR , ARMOUR MINIMUM DIMENSIONS, MINIMUM ARMOUR.

SLABS REACTIONS ON BEAMS.

SIZING TO BENDING AND SHEAR .

TABLES FOR SIZING THE BENDING ARMOUR ( MARCUS , CZERNY , BARES ) .

BENDING ARMOUR DETAILING

CORNER ARMOUR.

EDGEARMOUR .

STATE LIMITSOF SERVICEABILITY : STATE LIMIT OF STRAINING , STATE LIMIT cracking

OPENINGS IN SOLID SLABS .

APPROVED BY THE DEPARTMENT OF TECHNOLOGY - MS DTC , 18/09/2012 .

3765 - STATICS

Synopsis: Structure morphology. Static of material points. Equilibrium of rigid bodies. Static of 2dand 3d structures. Geometric characteristics of plane areas. Analysis of isostatic reticulatestructures: internal forces and diagrams. (Res. 003/2004-CEP)

Goals: Analysis of the mechanical behavior of bodies under action of forces and design ofstructures. (Res. 003/2004-CEP)

Classroom hours: 68


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PROGRAM

1 STRUCTURES MORPHOLOGY

1.1 ) DEFINITION OF STRUCTURE

1.2 ) CLASSIFICATION OF STRUCTURES

2 - PRINCIPLES OF CLASSIC STATIC

2.1 ) PRINCIPLES AND FUNDAMENTAL CONCEPTS

2.2 ) PRINCIPLES OF VECTOR CALCULATION

2.3 ) EQUILIBRIUM OF POINTS

2.4 ) EQUILIBRIUM OF RIGID BODIES

3 - STATIC OF PLANE STRUCTURES

3.1 ) CALCULATION OF SUPPORT REACTION

3.2 ) STRUCTURAL ANALYSIS OF ISOSTATIC RETICULAR STRUCTURES

A) ANALYSIS OF TRUSS BY NODE METHOD B ) ANALYSIS OF TRUSS BY THE METHOD OFSECTIONS

4 - STATIC OF SPATIAL STRUCTURES : CALCULATION OF SUPPORT REACTION. GEOMETRICCHARACTERISTICS OF CROSS SECTION

5 . GEOMETRIC CHARACTERISTICS OF CROSS SECTION .

5.1 ) DEFINITION OF FIRST ORDER MOMENT AND TRANSLATION OF AXES

5.2 ) DETERMINATION OF CENTROID THEOREM OF PAPUS GULDINUS

5.3 ) SECOND ORDER MOMENT - MOMENT OF INERTIA , MOMENT OF POLAR INERTIA

5.4 ) TRANSLATION AND ROTATION OF AXES CIRCLE OF LAND - MOHR

5.5 ) OTHER GEOMETRIC CHARACTERISTICS - RADIUS OF GYRATION , CORE, INERTIA ANDMODULE OF RESISTENCE

6 - INTERNAL FORCES

6.1 ) DEFINITION OF INTERNAL STRESS AND DIAGRAM OF INTERNAL STRESS

6.2 ) CLASSIFICATION OF EFFORT

6.3 ) CALCULATION OF STRESS IN A CROSS SECTION

6.4 ) LAYOUT OF EFFORT DIAGRAMS BY ANALYTICAL PROCESS

7 - NORMAL STRESS

7.1 ) DEFINITION AND SITUATIONS WHERE NORMAL STRESS OCCURS

7.2 ) LAYOUT OF NORMAL STRESS DIAGRAM

8 TORSION STRESS

8.1 ) DEFINITION AND SITUATIONS WHERE THE TWIST STRESS OCCURS

8.2 ) LAYOUT OF TORSION STRESS DIAGRAM

9 SHEAR STRESS


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9.1 ) DEFINITION AND SITUATIONS WHERE THE SHEAR STRESS OCCURS

9.2 ) LAYOUT OF SHEAR STRESS DIAGRAM

10 - BENDING STRESS

10.1 ) DEFINITION AND SITUATIONS WHERE THE BENDING STRESS OCCURS

10.2 ) LAYOUT OF BENDING STRESS DIAGRAM

11 - RELATIONSHIP BETWEEN SHEAR AND BENDING STRESS

11.1 ) CASE OF HORIZONTAL AXIS

11.2 ) CASE OF INCLINED AXIS

11.3 ) SIMPLIFIED PROCEDURES FOR EFFORT DIAGRAMS LAYOUT

APPROVED BY THE DEPARTMENT OF TECHNOLOGY , IN 04/11/2010 .


Synopsis: Presentation of the structural systems. Isostatic structures resolution. Determination of

forces and deformation. Influence lines for isostatic structures. (Res. 003/2004-CEP)

Goals: Determine forces and deformations in isostatic structures. (Res. 003/2004-CEP)

Classroom hours: 68

PROGRAM

. 1 INTRODUCTION:

1.1. BASIC CONCEPTS;

1.2. THE ROLE OF STRUCTURES;

1.3. CONCEPTS OF STRUCTURES:

1.3.1. DEFINITION OF STRUCTURES;

1.3.2. BASIC STRUCTURES;

1.4. CLASSIFICATION OF STRUCTURES;

1.5. STRUCTURAL SYSTEMS.

2 ISOSTATIC STRUCTURES:

2.1. RESOLUTION OF ISOSTATIC STRUCTURES;

2.2. BEAMS;

2.3. RETICULATE STRUCTURES;

2.4.TRUSSES;

2.5. GRIDS;


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2.6. ARCS.

. 3 CALCULATION OF ISOSTATIC STRUCTURES STRAIN

3.1. CALCULATION OF STRAIN IN ISOSTATIC STRUCTURES USING THE PRINCIPLE OF VIRTUAL

WORK:

3.1.1. APPLICATION IN BEAMS, TRUSSES, RETICULATE STRUCTURES AND GRIDS FOR DIFFERENT

TYPES OF LOAD: LOAD APPLIED, TEMPERATURE VARIATION, REPRESSION IN SUPPORT AND

CHANGES IMPOSED ON MOUNT.

. 4 INFLUENCE LINES:

4.1. CONCEPTS;

4.2. INFLUENCE LINES FOR ISOSTATIC STRUCTURES

4.3. CONCEPTS OF INFLUENCE LINES FOR HYPERSTATIC STRUCTURES.

APPROVED BY THE DEPARTMENT OF TECHNOLOGY - MS DTC, 18/09/2012.


Synopsis: Hyperstatic structure resolution. Force and displacement methods. Matrix structural

analysis. (Res. 003/2004-CEP)

Goals: Determine force and deformation in hyperstatic structures using theoretical formulation and

computational programs. (Res. 003/2004-CEP)

Classroom hours: 85

PROGRAM

1 . INTRODUCTION

1.1. CONSIDERATIONS ON THE CLASSIC METHOD OF HYPERSTATIC STRUCTURE RESOLUTION;

1.2. BASIC HYPOTHESIS ;

1.3. EXISTING PROCEDURES .

. 2 CASE OF EFFORTS:

2.1. GENERAL STUDY ;

2.2. RESOLUTION OF STRUCTURES : BEAMS, trusses, RETICULATE STRUCTURE FOR SEVERAL

LOADS;

2.3. RESOLUTION OF STRUCTURES IN ARCHES AND GRIDS .

. 3 DISPLACEMENT PROCESS:

3.1. CONCEPTS ;

3.2. INTERNAL AND EXTERNAL Displaceability ;

3.3. RESOLUTION OF DISPLACEABLE AND NOT DISPLACEABLE RETICULATE STRUCTURES .


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. 4 MATRIX ANALYSIS OF STRUCTURES :

4.1. PRELIMINARY ;

4.2. REFERENCE SYSTEM ;

4.3. COORDINATE TRANSFORMATION ;

4.4. STUDY OF STIFFNESS MATRIX FOR BARS ;

4.5. RESOLUTION OF PLANE STRUCTURES BY MATRIX ;

4.6. USE OF COMPUTER PROGRAMS FOR STRUCTURES ANALYSIS.



Synopsis: Notion of stress, strain anddisplacement. Simple stresses. Tension, compression and

shear. Torsion. flexion.Strain in beams: elastic line.

Goals: To analyze the mechanical behavior of deformable bodies, strength and

physical performance of structures. (Res. 003/2004-CEP)

Classroom hours: 102

PROGRAM

1 . CONCEPT OF TENSION

1.1. INTRODUCTION TO MECHANICS OF MATERIALS

1.2. FORCES AND TENSIONS

1.3. NORMAL AND SHEAR STRESS

1.4. TENSIONS IN OBLIQUE PLAN

1.5. TENSIONS FOR A CASE OF ANY LOAD

1.6. ALLOWABLE STRESS AND ULTIMATE TENSIONS, SAFETY COEFFICIENT

2 . TENSION AND STRAIN IN MEMBERS AXIALLY LOADED

2.1. SPECIFIC STRAIN

2.2. DIAGRAM OF STRESS - STRAIN

2.3. HOOKE'S LAW ; MODULUS OF ELASTICITY

2.4. ELASTIC AND PLASTIC BEHAVIOUR OF MATERIALS

2.5. PRINCIPLE OF SAINT - VENANT

2.6. DISTORTION OF MEMBERS AXIALLY LOADED

2.7. STRUCTURES STATICALLY INDETERMINATE
http://pt.bab.la/dicionario/ingles-portugues/displacementhttp://pt.bab.la/dicionario/ingles-portugues/displacementhttp://pt.bab.la/dicionario/ingles-portugues/displacementhttp://pt.bab.la/dicionario/ingles-portugues/flexionhttp://pt.bab.la/dicionario/ingles-portugues/flexionhttp://pt.bab.la/dicionario/ingles-portugues/flexionhttp://pt.bab.la/dicionario/ingles-portugues/displacement


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2.8. THERMAL EFFECTS

2.9. POISSON COEFFICIENT

2.10. GENERALIZATION OF HOOKE'S LAW

2.11. SHEAR DEFORMATION

2.12. RELATIONS BETWEEN E , V AND G

2.13. PLASTIC DEFORMATION

3 . FLEXION

3.1. INTRODUCTION

3.2. REVIEW : INTERNAL FORCES IN BEAMS ; RELATIONSHIP BETWEEN LOADING, SHEAR

FORCES AND BENDING MOMENT; TRACE OF DIAGRAMS IN BARS

3.3. TENSIONS IN PURE BENDING

3.4. DISTORTION OF SYMMETRIC BAR IN PURE BENDING

3.5. STRESS AND STRAIN INTO THE ELASTIC STATE

3.6. LONGITUDINAL DEFORMATION IN BARS

3.7. BENDING IN BARS WITH MORE THAN ONE MATERIAL

3.8. PLASTIC DEFORMATION

3.9. BARS OF ELASTIC-PLASTIC MATERIALS

3.10. AXIAL ECCENTRIC LOADING ON A PLAN OF SYMMETRY

3.11. ASYMMETRICAL BENDING

3.11.1 . BENDING OUT THE PLAN OF SYMMETRY

3.11.2 . BENDING IN NON- SYMMETRIC SECTIONS

3.11.3 . ECCENTRIC AXIAL LOADING OUT OF PLAN OF SYMMETRY

4 . DISTORTION IN BEAMS

4.1. INTRODUCTION : DEFORMATION OF A BEAM SUBJECT TO TRANSVERSAL LOAD

4.2. DIFFERENTIAL EQUATION OF ELASTIC LINE

4.3. BEAMS STATICALLY INDETERMINATE

4.4. METHOD OF SUPERPOSITION

4.5. METHOD OF SUPERPOSITION USED IN BEAMS STATICALLY INDETERMINATE

5 . SHEAR

5.1. INTRODUCTION : TRANSVERSAL LOAD ; BASIC ASSUMPTIONS FOR NORMAL STRESS

DISTRIBUTION

5.2. SHEAR STRESS IN A HORIZONTAL PLANE


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5.3. SHEAR STRESS IN A CROSS SECTION

5.4. SHEAR STRESS IN RECTANGULAR CROSS SECTION

5.5. SHEAR STRESS IN ARBITRARY LONGITUDINAL SECTION

5.6. SHEAR TENSION IN THIN WALLS BARS

5.7. STRESS DUE TO COMBINATION OF LOADING

5.8 . ASYMMETRIC LOADING IN THIN WALLS BARS . CENTER OF SHEAR

6 . TORSION

6.1. INTRODUCTION

6.2. TENSIONS IN MEMBERS SUBMITTED TO TORSION

6.3 . DEFORMATION IN CIRCULAR AXIS

6.4. TENSIONS IN ELASTIC STATE

6.5. TORSION ANGLE IN THE ELASTIC STATE

6.6. STATICALLY INDETERMINATE BARS SUBMITTED TO TORSION

6.7 . TORSION IN BARS WITH NON- CIRCULAR SECTION

6.8 . THIN-WALLED TUBES

APPROVED BY THE DEPARTMENT OF TECHNOLOGY , IN 29/09/2011 .


Synopsis: General theorems for beams deformations. Combined forces. Analysis of stress and

deformation. Collapse theorems of the materials. Columns buckling. (Res. 003/2004-CEP)

Goals: Determine the stress, the deformation and the displacement of structures and components

under load action. (Res. 003/2004-CEP)

Classroom hours: 68

PROGRAM

1 . ANALYSIS OF STRESS AND STRAIN

1.1. INTRODUCTION

1.2. PLANE STRESS STATE

1.3. MAIN STRESS ; MAXIMUM SHEAR STRESS

1.4. MOHR CIRCLE FOR PLANE STRESS STATE

1.5. STATE OF TRIPLE STRESS

1.6. MOHR CIRCLE FOR TRIPLE STRESS STATE


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1.7. PLANE STRAIN STATE

1.8. MOHR CIRCLE FOR PLANE STRAIN STATE

1.9. TRIPLE STRAIN STATE

1.10. MOHR CIRCLE FOR TRIPLE STRAIN STATE

2 . CRITERIA OF RUPTURE FOR FRAGILE AND DUCTILE MATERIALS

2.1. CRITERIA FOR DUCTILE MATERIALS FLOW

2.1.1. CRITERION OF MAXIMUM SHEAR STRESS ( HEXAGON OF TRESCA )

2.1.2 . CRITERIA OF MAXIMUM STRAIN ENERGY ( CRITERIA OF VOM MISES )

2.2. FRACTURE CRITERIA FOR FRAGILE MATERIALS

2.2.1. CRITERIA MAXIMUM NORMAL STRESS ( COULOMB CRITERION )

2.2.2 . MAXIMUM SPECIFIC DEFORMATION CRITERIA ( CRITERIA OF SAINT - VENANT )

2.2.3 . MOHR CRITERIA

3 . SIZING BEAMS

3.1. INTRODUCTION

3.2. MAIN STRESS IN A BEAM

3.3. DESIGN OF PRISMATIC BEAMS

3.4. BEAMS OF EQUAL RESISTANCE

4 . STRAIN ENERGY

4.1. INTRODUCTION

4.2. STRAIN JOB

4.3. SPECIFIC STRAIN JOB

4.4. ELASTIC DEFORMATION JOB FOR NORMAL STRESS

4.5. ELASTIC DEFORMATION JOB FOR SHEAR STRESS

4.6. STRAN JOB PRODUCED BY A SINGLE APPLIED FORCE

4.7. DEFORMATION DUE TO A SINGLE LOAD USING DEFORMATION JOB

4.8. STRAIN JOB FOR THE CASE OF MULTIPLE LOADS

4.9. CASTIGLIANO THEOREMS

4.10. DEFLECTIONS USING CASTIGLIANO THEOREM

4.11. STRUCTURES STATICALLY INDETERMINATE

5 . BUCKLING OF COLUMNS

5.1. INTRODUCTION


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5.2. EULER EQUATIONS FOR COLUMNS WITH ARTICULATE EXTREMITIES

5.3. EULER EQUATIONS FOR COLUMNS WITH OTHER LINK CONDITIONS IN EXTREMITIES

5.4. SECANT FOMULA LOAD WITH EXCENTRICITY

5.5. SIZING OF COLUMNS FOR CENTERED LOAD

5.6. SIZING OF COLUMNS FOR EXCENTRICITY LOAD

APPROVED BY THE DEPARTMENT OF TECHNOLOGY , IN 29/09/2011

2547 - SOIL MECHANICS

Synopsis: Characteristics and properties of the soil behavior, related to hydraulic conductivity,

stress distribution, densification, deformability and shear, with their technics of determination.

(Res. 003/2004-CEP)

Goals: Application of fundament of soil mechanics in foundations projects, land works, retaining

structures and buried conduits. (Res. 003/2004-CEP)

Classroom hours: 102

PROGRAM

1 . INTRODUCTION TO SOIL MECHANICS .

. 2 TENSIONS IN A SOLID GROUND :

2.1. OWN WEIGHT TENSIONS (GEOSTATIC TENSIONS ) ;

2.2. CAPILLARITY ;

2.3. STRESS DUE TO EXTERNAL FORCES :

2.3.1. OVERLOAD EFFECT;

2.3.2 . SPREAD OF TENSIONS IN SOIL ;

2.3.3 . ELASTICITY THEORY APPLIED TO SOIL ;

2.3.4 . STRESS BULB .

. 3 PERMEABILITY OF SOILS :

3.1. BERNOULLI AND DARCY LAWS;

3.2. DETERMINATION OF PERMEABILITY COEFFICIENT ;

3.3. FACTORS THAT AFFECT PERMEABILITY ;

3.4. percolation FORCES ;

3.5. PROTECTION FILTERS .

. 4 compressibility and density :


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4.1. COMPRESSIBILITY ;

4.2. density PROCESSES;

4.3. THEORY OF TERZAGHI ;

4.4. SOLUTION OF THE DENSITY DIFFERENTIAL EQUATION

4.5. density TEST ( CONFINED COMPRESSION IN ONE DIRECTION) ;

4.6. DETERMINATION OF SOIL PARAMETERS THROUGH THE DENSITY TEST ;

4.7. APPLICATION OF THE DENSITY THEORY TO THE IN-SITU PROBLEMS;

4.8. SECONDARY COMPRESSION .

. 5 SHEAR RESISTANCE OF SOILS :

5.1. FRICTION BETWEEN SOLID BODIES

5.2. DUAL TENSION STATE - CIRCLE OF MOHR

5.3. CRITERIA OF RESISTANCE OF MOHR - Coloumb

5.4. TESTS FOR DETERMINING PARAMETERS OF SOIL RESISTANCE ;

5.5. SANDS SHEAR RESISTANCE ;

5.6. CLAY SHEAR RESISTANCE ;

5.7. PRACTICAL APPLICATION OF THE SHEAR TESTS.

. 6 RESEARCH OF SOIL AND THE UNDERGROUND :

6.1. RESEARCH METHODS ;

6.2. DIRECT METHOD OF RESEARCH :

6.2.1 . WELLS ;

6.2.2 . TRENCHES ;

6.2.3 . MECHANICAL PENETRATING ;

6.2.4 . " SPT " PERCUSSION DRILLING;

6.2.5 . ROTARY DRILLING ;

6.2.6 . MIXED DRILLING;

6.2.7 . SOIL SAMPLING;

6.2.8 . ROCK SAMPLING;

6.3 . INDIRECT METHOD OF INVESTIGATION .

. 7 GEOTECHNICAL FIELD TESTS :

7.1. STATIC PENETRATION TEST ( CPT ) ;

7.2. REED TEST ( VANE TEST) ;


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7.3. PRESURE TEST ;

7.4 . DILATOMETRIC TEST ;

7.5 . ESTIMATIVE OF GEOTECHNICAL PARAMETERS OBTAINED THROUGH FIELD TESTD .


2570 - SOIL MECHANICS LABORATORY

Synopsis: Sampling, characterization and compression of soils. (Res. 003/2004-CEP)

Goals: Apply technics of sampling, characterization and compression of soils, used in laboratory

and in site. (Res. 003/2004-CEP)

Classroom hours: 34

PROGRAM

PRACTICAL DEMONSTRATION OF FIELD AND LABORATORY TESTS:

. 1 DETERMINATION OF SOIL PERMEABILITY IN LABORATORY;

. 2 DETERMINATION OF PERMEABILITY "in situ";

. 3 TEST FOR SOIL WATER LOSS;

. 4 COMPRESSIBILITY CONTAINED TEST (DENSIFICATION TEST);

. 5 SHEAR RESISTANCE TESTS:

A. SIMPLE COMPRESSION;

B. DIRECT SHEAR;

C. TRIAXIAL TEST.

. 6 VISUAL AND TACTILE IDENTIFICATION OF SOIL;

. 7 MANUAL DRILLING , WITH WATER CIRCULATION AND SPT TEST;

8. MAKING PROFILES OF IN-SITU PENETRATION TEST.

APPROVED BY THE DEPARTMENT OF TECHNOLOGY - MS DTC, 18/09/2012.

2593 - CONCRETE STRUCTURES II

Synopsis: Project, dimensioning , and detailing of ribbed, mushroom and slabs with irregular formats.

Torsion in linear elements ultimate limit state.Ultimate limite state centered compression.

bending-compression straight and oblique. Centered and eccentric traction. bending-Traction.

Instability and effects of second order. Global stability of buildings. Dimensioning pf columns:

composed bending and oblique bending. Intermediate columns. Extremity columns and corner


15/21

columns. Dimensioning of beams submitted to bending-torsion marquise. Analysis of global and

local stability in tall reinforced concrete builings. Dimensioning and detailing of reinforced concrete

columns. (Res.003/2004-CEP)

Goals: Analysis of project hypothesis for special slabs and beams submitted to torsion project,

assessment of instability and second order effects in buildings for columns dimensioning, elaborate

and execute reinforced concrete projects. (Res. 003/2004-CEP)

Classroom hours: 68

PROGRAM

1. SPECIL REINFORCED CONCRETE SLABS.

1.1SLABS PRE-FRAMED: CONSTRUCTION PROVISIONS, LOADS, DIMENSIONING AND

DETAILING;

1.2RIBBED SLABS: CONSTRUCTION PROVISIONS, DIMENSIONING AND DETAILING

WITH THE AID OF TABLES;

1.3FLAT AND MUSHROOM SLABS; CONSTRUCTION PROVISIONS, DIMENSIONING AND

DETAILING, SHEAR VERIFICATION, LONGITUDINAL ARMOUR.

1.4SLABS WITH IRREGULAR FORMATS: TRIANGULAR, CIRCULAR, POLYGONAL AND L

FORMAT.

1.5EVALUATION OF ARROWS AND CRACKS OPENINGS.

2. SIZING OF LINEAR STRUCTURES IN ULTIMATE LIMIT STATE.

2.1 SIMPLE TRACTION AND TRACTION WITH LOW ECCENTRICITY(1 DOMAIN);

2.2 BENDING-COMPRESSION AND BENDING-TRACTION WITH BIG ECCENTRICITY(2,3,4

DOMAIN);

2.3 BENDING-COMPRESSION WITH LOW ECCENTRICITY(5 DOMAIN).

3. COLUMNS IN REINFORCED CONCRETE.

3.1 REQUIREMENTS OF NBR6118(MINIMUM DIMENSIONS, ARMOUR COVER, SPACING,

AUXILIARY HOOKS, ARMOUR ACCOMMODATION, MINIMUM ARMOUR)

3.2 BUCKLING LENGTH AND SLENDERNESS RATIO;

3.3 LOADS COMPOSITION AND CLASSIFICATION OF COLUMNS BY POSITION

(INTERMEDIATE, EXTREMITY, CORNER) BUCKLING PRECAUTIONS.


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3.4 MINIMUM MOMENT, FIRST ORDER ECCENTRICITY, SECOND ORDER ECCENTRICITY,

AND ACCIDENTAL ECCENTRICITY.

3.5 SIZING,, VERIFICATION AND DETAILING OF COLUMNS SUBMITTED TO SIMPLE

COMPRESSION, NORMAL, COMPOST AND OBLIQUE COMPOST BENDING.

3.6 DIMENSIONLESS ABACOS, FOR NOMAL BENDING, AND OBLIQUE COMPOST

BENDING;

3.7 TRANSVERSE ARMOUR, ACCOMMODATION OF LONGITUDINAL ARMOUR IN THE

CROSS SECTION.

3.8 APPLICATION OF COMPUTER RESOURCES FOR THE CALCULATION OF COLUMNS.

4. INSTABILITY AND SECOND ORDER EFFECTS.

4.1. GLOBAL EFFECTS, LOCALS AND SECOND ORDER EFFECTS. FIX NODES

STRUCTURES AND FLEXIBLE NODE STRUCTURES. BRACED STRUCTURES.

4.2. EVALUATION OF THE PARAMETERS OF GLOBAL STABILITY " ALFA " AND " GAMA

Z " . CAL CULUS OF GLOBAL STABILITY WITH PLAN AND SPATIAL RETICULATE

STRUCTURE. DISPENSATION OF THE SECOND ORDER LOCAL EFFECTS.

4.3. ELEMENTS ISOLATED . ANALYSIS OF ISOLATED ELEMENTS . DISPENSATION OFTHE LOCAL SECOND ORDER EFFECTS ANALYSIS

4.4. DETERMINATION OF THE LOCAL SECOND ORDER EFFECTS : METHOD OF

STANDARD COLUMN WITH APPROXIMATE BUCKLE , METHOD OF PILAR WITH

APPROXIMATED STANDARD KAPPA STIFFNESS AND METHOD OF DEFAULT COLUMN

COUPLED WITH DIAGRAMS M , N , 1 / R ;

4.5. SIZING , VERIFICATION AND BREAKDOWN OF COLUMNS UNDER SECOND ORDER

EFFECTS ;

4.6. ANALYSIS OF WALL-COLUMNS . DISPENSATION OF ANALYSIS OF THE LOCATED

SECOND ORDER EFFECTS .

5 . LINEAR ELEMENTS SUBJECT TO TORSION .

5.1. REQUIREMENTS OF NBR6118 ( MINIMUM REINFORCEMENT , DISTRIBUTION OF

BARS IN CROSS SECTION ,CALCULATION MODE , SPACE TRELLIS ANALOGY ,

PROVISIONS CONSTRUCTION ETC .) ;


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5.2. EQUILIBRIUM AND COMPATIBILITY TORSION

5.3. UNIFORM TORSION AND TORSION IN THIN WALLS

5.4. COMBINED LOADS : BENDING AND TORSION , TORSION AND SHEAR FORCE ;

5.5. SIZING OF ARMOUR AND VERIFICATION OF THE CONCRETE STRESS;

5.6. BREAKDOWN OF ARMOUR LONGITUDINAL AND TRANSVERSE .

APPROVED BY THE DEPARTMENT OF CIVIL ENGINEERING IN 06/12/2005 .

2561 - BUILDING CONSTRUCTION I

Synopsis: Execution and performance analysis of constructions subsystems: structure, horizontal and

vertical fences, roofing, coating, door and window frames, protection systems and waterproofing.

Goals: Use of technologies in the constructions subsystems execution.(Res. 003/2004-CEP)

Classroom hours: 51

2571 - BUILDING CONSTRUCTION II

Synopsis: Constructive process, traditional and industrialized. Building maintenance. Building

Pathology. (Res. 003/2004-CEP)

Goals: Analysis of the constructive process, maintenance and pathology of the buildings. (Res.

003/2004-CEP)

Classroom hours: 51

2579 - BUILDING CONSTRUCTION III

Synopsis: Construction site: work safety, projects and equipment. Execution of water control,

excavations, foundations, retaining walls and support structure of forms, shoring and scaffolding and

mounting of pipes. (Res. 003/2004-CEP)

Goals: Planning and execution of construction sites for urban buildings and industrial plants.

Classroom hours: 68

2583 - FOUNDATIONS


18/21

Synopsis: Foundations work safety. Selection of foundation types. Load capaci ty in shallow and

profound foundations. Settlements in shallow and profound foundations. Geometric design of shallow

foundations and well foundations. Calculus of piles. Analysis and assessment of load tests. Execution

control and performance assessment of foundations. (Res. 003/2004-CEP)

Goals: Formulate and execute foundations projects. (Res. 003/2004-CEP)

Classroom hours: 51

PROGRAM

1 . TYPES OF FOUNDATIONS .

1.1. SHALLOW FOUNDATIONS ;

1.2. DEEP FOUNDATIONS .

2 . INTRODUCTION TO DESIGN FOUNDATIONS .

2.1. BASIC INFORMATION REQUIRED ;

2.2. PROJECT DETAILS

2.3.GLOBAL AND PARCIAL SAFETY COEFFICIENTS;

2.4. PROBABILITY OF RUIN AND RELIABILITY .

3 . GEOTECHNICAL FIED INVESTIGATION APPLIED TO FOUNDATIONS .

4 . CALCULATION OF LOAD CAPACITY OF SHALLOW FOUNDATIONS .

4.1. THEORIC AND EMPIRICAL METHODS.

5 . SINK CALCULATION OF SHALLOW FOUNDATIONS.


6 . CONTACT PRESSURES IN SHALLOW FOUNDATIONS .

7 . GEOMETRIC SIZING OF SHALLOW DIRECT FOUNDATION, ASSOCIATED AND

ISOLATED BLOCKS

7.1WITH CENTERED LOAD

7.2. ECCENTRIC LOAD ;

7.3. WITH BALANCE BEAMS .


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8 . CALCULATION OF LOAD CAPACITY OF DEEP FOUNDATIONS .


9 . SINK CALCULATION OF DEEP FOUNDATIONS.

10 . PREDICTING OF SINK-LOAD CURVE.

11 . PILE CALCULATION

12 . SIZING OF LARGE DIAMETER BORED PILE

13 . SIZING OF PILES UNDER TRANSVERSAL LOADS APPLIED AT THE TOP .

14 . STATIC AND DYNAMIC LOAD TESTS .

14.1. IMPLEMENTATION AND INTERPRETATION .

15 . EXECUTION AND CONTROL OF PILE .

15.1. DYNAMIC FORMULAE .

APPROVED BY THE DEPARTMENT OF CIVIL ENGINEERING IN 13/02/2007 .

2551 - CONSTRUCTION MATERIALS LABORATORY I

Synopsis: Technics and experimental assessment of the major physic and mechanic properties of the

simple and compound mortar and conventional concrete used in civil engineering works. (Res.

003/2004-CEP)

Goals: Develop laboratory tests related with mortar and conventional concrete. (Res. 003/2004-CEP)

Classroom hours: 51

2559 - CONSTRUCTION MATERIALS LABORATORY II

Synopsis: Assessment of the major physical and mechanical properties of the metals, timber, ceramic

materials, polymers, bituminous materials, protection materials and soil based materials by

experiments. (Res. 003/2004-CEP)

Goals: Develop laboratory tests to analyze the physical and mechanical properties of the materials.

(Res.003/2004-CEP)

Classroom hours: 17


20/21

2546 - CONSTRUCTION MATERIALS I

Synopsis: Physical and mechanical properties, uses and quality control of mortar and conventional

concrete made with Portland cement, lime and natural aggregates.

Goals: Evaluate the behavior of conventional concretes and simple and compound mortar in physical

and mechanical aspects. (Res. 003/2004-CEP)

Classroom hours: 51

2554 - CONSTRUCTION MATERIALS II

Synopsis: Properties, durability, uses and quality control of materials used in civil engineering: metals,

timber, ceramic materials, polymers, bituminous materials, protection materials and soil based

materials. (Res. 003/2004-CEP)

Goals: Analyze the behavior of the materials in their uses in civil engineering. (Res. 003/2004-CEP)

Classroom hours: 51

7341 - EDIFICATION PROJECTS

Synopsis: Formulate and optimization of edification projects. Development of projects for the

production of edifications. Coordination of projects. Phases of project development. Typical elements

and contents of a project. Feedback of the process and after occupation evaluation. (Res. 003/2004-

CEP)

Goals: Develop edification projects as a tool for constructive rationalization and technological

innovation. Integrate the decisions in project and in the construction site. Prepare the projects for

execution. Elaborate edification projects with a systemic vision of the process, its organization,

activities and coordination. (Res. 003/2004-CEP)

Classroom hours: 34

2584 - HIGHWAYS

Synopsis: Highway director plan. Function, classification and norms for the geometric project. Layout

study, Characteristics of the geometric project. Horizontal alignment. Longitudinal profile. Transverse

section. Service notes. Earthwork project. Earthwork equipment. Execution of earthwork services.

Rocks disassemble. Highway project. (Res. 003/2004-CEP)

Goals: Elaborate and execute a highway project. (Res. 003/2004-CEP)

Classroom hours: 68


21/21

2562 - TRANSPORTATION SYSTEMS

Synopsis: Transportation systems and components. Organizational structure. Vehicles and road

characteristics. Vehicular performance. Society and transportation systems. Externalities. Cost

composition. Offer and demand of transportation. Charging. Environmental impacts. Projectsassessment. Analysis of cost and benefits. (Res. 003/2004-CEP)

Goals: Assess the systems and projects of transport, the interactions between the components and the

costs of implantation and operation. (Res. 003/2004-CEP)

Classroom hours: 68

2572 - ROAD AND HIGHWAY TRAFFIC

Synopsis: Fundamental variables of traffic. Traffic flow models. Capacity and level of service of

highways. (Res. 118/2009-CTC)

Goals: Assess the fundamentals related to road and highway traffic, the model of prevision of flow,

the capacity and the level of service in highways. (Res. 118/2009-CTC)

Classroom hours: 34

victor hideki cho - pre requisites.docx

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