Thanks to this Hybrid Master's Degree, you will apply emerging technologies such as computational simulations to optimize project design and construction”

In today's era of rapid technological advances and growing environmental concerns, Structural and Construction Engineering is facing unprecedented challenges. The search for solutions that are not only functional and economically viable, but also environmentally sustainable and socially responsible, has led to a renewed focus on research and development in this field. Faced with this reality, professionals must incorporate into their daily praxis the most innovative strategies to address these challenges, improving structural resilience, optimizing the use of resources and promoting sustainable construction practices.

In this context, TECH presents a cutting-edge Hybrid Master's Degree in Structural and Construction Engineering. Designed by experts in this field, the academic itinerary will delve into the latest advances in areas such as structural analysis, deformable solid mechanics or hydraulic infrastructures. In this way, graduates will develop advanced skills to manage construction projects from planning to delivery, ensuring quality and compliance with deadlines. Along the same lines, professionals will be able to handle modeling and structural analysis software to improve efficiency in both design and construction.

On the other hand, the methodology of this degree consists of two stages. The first consists of a theoretical phase, which is taught in a convenient 100% online format. In addition, TECH uses its disruptive Relearning system to guarantee a progressive and natural learning, which does not require investing extra efforts like the traditional memorization. Afterwards, the program includes a practical stay of 3 weeks in a reference entity linked to Structural and Construction Engineering. This will allow graduates to take what they have learned to the practical field, in a real work scenario in the company of a team of experienced professionals in this area.

Do you want to master the technique of high-pressure injection molding? Achieve it through this revolutionary university degree”

This Hybrid Master's Degree in Structural and Construction Engineering and contains the most complete and up-to-date scientific program on the market. The most important features include:

• Development of more than 100 case studies presented by experts in Civil Engineering
• Its graphic, schematic and practical contents provide essential information on those disciplines that are indispensable for professional practice
• Practical exercises where self-assessment can be used to improve learning
• Its special emphasis on innovative methodologies
• All of this will be complemented by theoretical lessons, questions to the expert, debate forums on controversial topics, and individual reflection assignments
• Content that is accessible from any fixed or portable device with an Internet connection
• Furthermore, you will be able to carry out an internship in one of the best companies

You will have a 3-week practical stay in a renowned company, where you will be supported by experienced professionals in Structural Engineering and Construction”

In this Hybrid Master's Degree proposal, of professionalizing character and blended learning modality, the program is aimed at updating professionals in Structural and Construction Engineering The contents are based on the latest scientific evidence, and oriented in a didactic way to integrate theoretical knowledge in practice, and the elements Theoretical-practical elements will facilitate the updating of knowledge.

Thanks to its multimedia content elaborated with the latest educational technology, it will allow the engineering professional a situated and contextual learning, that is to say, a simulated environment that will provide an immersive learning programmed to train in real situations. This program is designed around Problem-Based Learning, whereby the physician must try to solve the different professional practice situations that arise during the course. For this purpose, the students will be assisted by an innovative interactive video system created by renowned and experienced experts.

You will be prepared to assume both leadership and management roles in structural engineering and construction projects"

This university degree allows you to practice in simulated environments, which provide immersive learning programmed to train in real situations"

The didactic materials that make up this Hybrid Master's Degree have been designed by true professionals in Structural and Construction Engineering. In this way, students will have access to a syllabus characterized by its high quality and full application to the demands of the current labor market. Composed of 11 specialized modules, the academic itinerary will delve into aspects ranging from the analysis of structures or geotechnics to the mechanics of deformable solids. In addition, during the program, graduates will acquire an approach based on sustainable design and construction, which will minimize environmental impact and optimize the use of resources. 

This degree provides you with the opportunity to update your knowledge in a real scenario, with the maximum scientific rigor of an institution at the forefront of technology”

Module 1. Projects

1.1. Stages in the Design and Engineering of a Project

1.1.1. Problem Analysis
1.1.2. Solution Design
1.1.3. Analysis of the Regulatory Framework
1.1.4. Solution Engineering and Drafting

1.2. Knowledge of the Problem

1.2.1. Coordination With the Client
1.2.2. Study of the Physical Environment
1.2.3. Social Environment Analysis
1.2.4. Economic Environment Analysis
1.2.5. Analysis of the Environmental Setting (EIS)

1.3. Solution Design

1.3.1. Conceptual Design
1.3.2. Study of Alternatives
1.3.3. Pre-Engineering
1.3.4. Preliminary Economic Analysis
1.3.5. Coordination of the Design with the Client (Cost-Sales)

1.4. Client Coordination

1.4.1. Land Ownership Study
1.4.2. Economic Feasibility Study of the Project
1.4.3. Environmental Feasibility Analysis of the Project

1.5. Regulatory Framework

1.5.1. General Regulations
1.5.2. Structural Design Regulations
1.5.3. Environmental Regulations
1.5.4. Water Regulations

1.6. Pre-Startup Engineering

1.6.1. Site or Layout Study
1.6.2. Study of Typologies to be Used
1.6.3. Pre-Packaging Study of the Solution
1.6.4. Realization of the Project Model
1.6.5. Adjusted Economic Analysis of the Project

1.7. Analysis of the Tools to be Used

1.7.1. Team Personnel in Charge of the Work
1.7.2. Equipment Materials Necessary
1.7.3. Software Required for the Drafting of the Project
1.7.4. Subcontracting Necessary for the Drafting of the Project

1.8. Field Work Topography and Geotechnics

1.8.1. Determination of the Necessary Topography Works
1.8.2. Determination of the Necessary Geotechnical Works
1.8.3. Subcontracting Topography and Geotechnical Works
1.8.4. Monitoring Topography and Geotechnical Works
1.8.5. Analysis of Results of Topography and Geotechnical works

1.9. Drafting of the Project

1.9.1. EIS Drafting
1.9.2. Writing and Calculation of the Solution in Geometric Definition 
1.9.3. Drafting and Calculation of the Structural Calculation Solution 
1.9.4. Drafting and Calculation of the Solution in the Adjustment Phase 
1.9.5. Drafting of Annexes
1.9.6. Drawing up of Plans
1.9.7. Drafting of Specifications
1.9.8. Budget Preparation

1.10. BIM Model Implementation in Projects

1.10.1. BIM Model Concept
1.10.2. BIM Model Phases
1.10.3. Importance of the BIM Model
1.10.4. The Need for BIM for the Internationalization of Projects

Module 2. Fluid Mechanics and Hydraulics

2.1. Introduction to Fluid Physics

2.1.1. No-Slip Condition
2.1.2. Classification of Flows
2.1.3. Control System and Volume
2.1.4. Fluid Properties

2.1.4.1. Density
2.1.4.2. Specific Gravity
2.1.4.3. Vapor Pressure
2.1.4.4. Cavitation
2.1.4.5. Specific Heat
2.1.4.6. Compressibility
2.1.4.7. Speed of Sound
2.1.4.8. Viscosity
2.1.4.9. Surface Tension

2.2. Fluid Statics and Kinematics

2.2.1. Pressure
2.2.2. Pressure Measuring Devices
2.2.3. Hydrostatic Forces on Submerged Surfaces
2.2.4. Buoyancy, Stability and Motion of Rigid Solids
2.2.5. Lagrangian and Eulerian Description
2.2.6. Flow Patterns
2.2.7. Kinematic Tensors
2.2.8. Vorticity
2.2.9. Rotationality
2.2.10 Reynolds Transport Theorem

2.3. Bernoulli and Energy Equations

2.3.1. Conservation of Mass
2.3.2. Mechanical Energy and Efficiency
2.3.3. Bernoulli's Equation
2.3.4. General Energy Equation
2.3.5. Stationary Flow Energy Analysis

2.4. Fluid Analysis 

2.4.1. Conservation of Linear Momentum Equations
2.4.2. Conservation of Angular Momentum Equations
2.4.3. Dimensional Homogeneity
2.4.4. Variable Repetition Method
2.5.5. Buckingham's Pi Theorem

2.5. Flow in Pipes

2.5.1. Laminar and Turbulent Flow
2.5.2. Inlet Region
2.5.3. Minor Losses
2.5.4. Networks

2.6. Differential Analysis and Navier-Stokes Equations

2.6.1. Conservation of Mass
2.6.2. Current Function
2.6.3. Cauchy Equation
2.6.4. Navier-Stokes Equation
2.6.5. Dimensionless Navier-Stokes Equations of Motion
2.6.6. Stokes Flow
2.6.7. Inviscid Flow
2.6.8. Irrotational Flow
2.6.9. Boundary Layer Theory. Blausius Equation

2.7. External Flow

2.7.1. Drag and Lift
2.7.2. Friction and Pressure
2.7.3. Coefficients
2.7.4. Cylinders and Spheres 
2.7.5. Aerodynamic Profiles

2.8. Compressible Flow

2.8.1. Stagnation Properties
2.8.2. One-Dimensional Isentropic Flow
2.8.3. Nozzles
2.8.4. Shock Waves
2.8.5. Expansion Waves
2.8.6. Rayleigh Flow
2.8.7. Fanno Flow

2.9. Open Channel Flow

2.9.1. Classification
2.9.2. Froude Number
2.9.3. Wave Speed
2.9.4. Uniform Flow
2.9.5. Gradually Varying Flow
2.9.6. Rapidly Varying Flow
2.9.7. Hydraulic Jump

2.10. Non-Newtonian Fluids

2.10.1. Standard Flows
2.10.2. Material Functions
2.10.3. Experiments
2.10.4. Generalized Newtonian Fluid Model
2.10.5. Generalized Linear Viscoelastic Generalized Viscoelastic Fluid Model
2.10.6. Advanced Constitutive Equations and Rheometry

Module 3. Structural Analysis

3.1. Introduction to Structures

3.1.1. Definition and Classification of Structures
3.1.2. Design Process and Practical and Ideal Structures
3.1.3. Equivalent Force Systems
3.1.4. Center of Gravity. Distributed Loads
3.1.5. Moment of Inertia. Inertia Products. Inertia Matrix. Main Axes.
3.1.6. Balance and Stability
3.1.7. Analytical Statics

3.2. Actions

3.2.1. Introduction
3.2.2. Permanent Actions
3.2.3. Variable Shares
3.2.4. Accidental Actions

3.3. Tension, Compression and Shear

3.3.1. Normal Stress and Linear Deformation
3.3.2. Mechanical Properties of Materials
3.3.3. Linear Elasticity, Hooke's Law and Poisson's Ratio
3.3.4. Tangential Stress and Angular Deformation

3.4. Equilibrium Equations and Stress Diagrams

3.4.1. Calculation of Forces and Reactions
3.4.2. Equilibrium Equations
3.4.3. Compatibility Equations
3.4.4. Stress Diagram

3.5. Axially Loaded Elements

3.5.1. Length Changes in Axially Loaded Elements
3.5.2. Length Changes in Non-Uniform Bars
3.5.3. Hyperstatic Elements
3.5.4. Thermal Effects, Misalignments and Previous Deformations

3.6. Torsion

3.6.1. Torsional Deformations in Circular Bars
3.6.2. Non-Uniform Torsion
3.6.3. Pure Shear Stresses and Strains
3.6.4. Relationship between the Modules of Elasticity E and G
3.6.5. Hyperstatic Torsion
3.6.6. Thin Wall Tubing

3.7. Bending Moment and Shear Stress

3.7.1. Beam Types, Loads and Reactions
3.7.2. Bending Moments and Shear Forces
3.7.3. Relationships between Loads, Bending Moments and Shear Forces
3.7.4. Bending Moment and Shear Diagrams

3.8. Analysis of Structures in Flexibility (Force Method)

3.8.1. Static Classification
3.8.2. Principle of Superposition
3.8.3. Definition of Flexibility
3.8.4. Compatibility Equations
3.8.5. General Solution Procedure

3.9. Structural Safety. Limit State Method

3.9.1. Basic Requirements
3.9.2. Causes of Insecurity. Probability of Collapse
3.9.3. Latest Limit States
3.9.4. Serviceability Limit States of Deformation
3.9.5. Vibration and Cracking Serviceability Limit States

3.10. Structural Stiffness Analysis (Displacement Method)

3.10.1. Fundamentals
3.10.2. Stiffness Matrices
3.10.3. Nodal Forces
3.10.4. Displacement Calculation

Module 4. Geotechnics and Foundations

4.1. Footings and Foundation Slabs

4.1.1. Most Common Types of Footings 
4.1.2. Rigid and Flexible Footings 
4.1.3. Large Shallow Foundations

4.2. Design Criteria and Regulations

4.2.1. Factors that Affect Footing Design
4.2.2. Elements Included in International Foundation Regulations
4.2.3. General Comparison Between Normative Criteria for Shallow Foundations

4.3. Actions Carried Out on Foundations

4.3.1. Most Common Types of Footings
4.3.2. Rigid and Flexible Footings
4.3.3. Large Shallow Foundations

4.4. Foundation Stability

4.4.1. Bearing Capacity of the Soil
4.4.2. Sliding Stability of the Footing
4.4.3. Tipping Stability

4.5. Ground Friction and Adhesion Enhancement

4.5.1. Soil Characteristics Influencing Soil-Structure Friction
4.5.2. Soil-Structure Friction According to the Foundation Material
4.5.3. Soil-Citation Friction Improvement Methodologies

4.6. Foundation Repairs Underlay

4.6.1. Need of Foundation Repair
4.6.2. Types of Repairs
4.6.3. Underlay Foundations

4.7. Displacement in Foundation Elements

4.7.1. Displacement Limitation in Shallow Foundations
4.7.2. Consideration of Displacement in the Calculation of Shallow Foundations
4.7.3. Estimated Calculations in the Short Term And in the Long Term

4.8. Comparative Relative Costs

4.8.1. Estimated Value of Foundation Costs
4.8.2. Comparison According to Superficial Foundations
4.8.3. Estimation of Repair Costs

4.9. Alternative Methods Foundation Pits

4.9.1. Semi-Deep Superficial Foundations
4.9.2. Calculation and Use of Pit Foundations
4.9.3. Limitations and Uncertainties About the Methodology

4.10. Types of Faults in Superficial Foundations

4.10.1. Classic Breakages and Capacity Loss in Superficial Foundations
4.10.2. Ultimate Resistance in Superficial Foundations
4.10.3. Overall Capacities and Safety Coefficients

Module 5. Construction Materials and Their Applications

5.1. Cement

5.1.1. Cement and Hydration Reactions: Cement Composition and Manufacturing Process. Majority Compounds, Minority Compounds
5.1.2. Process of Hydration. Characteristics of Hydrated Products. Alternative Materials to Cement
5.1.3. Innovation and New Products

5.2. Mortar

5.2.1. Properties
5.2.2. Manufacturing, Types and Uses
5.2.3. New Materials

5.3. High Resistance Concrete

5.3.1. Composition
5.3.2. Properties and Characteristics
5.3.3. New Designs

5.4. Self-Compacting Concrete

5.4.1. Nature and Characteristics of its Components
5.4.2. Dosage, Manufacturing, Transport and Commissioning
5.4.3. Characteristics of the Concrete

5.5. Light Concrete

5.5.1. Composition
5.5.2. Properties and Characteristics
5.5.3. New Designs

5.6. Fiber and Multi-Functional Concretes

5.6.1. Materials Used in the Manufacturing
5.6.2. Properties
5.6.3. Designs

5.7. Self-Repairing and Self-Cleaning Concretes

5.7.1. Composition
5.7.2. Properties and Characteristics
5.7.3. New Designs

5.8. Other Cement-Based Materials (Fluid, Antibacterial, Biological...)

5.8.1. Composition
5.8.2. Properties and Characteristics
5.8.3. New Designs

5.9. Destructive and Non-Destructive Characteristics Trials

5.9.1. Characterization of Materials
5.9.2. Destructive Techniques. Fresh and Hardened State
5.9.3. Non-Destructive Techniques and Procedures Applied to Materials and Construction Structures

5.10. Additive Blends

5.10.1. Additive Blends
5.10.2. Advantages and Disadvantages
5.10.3. Sustainability

Module 6. Mechanics of Deformable Solids

6.1. Basic Concepts

6.1.1. Structural Engineering
6.1.2. Concept of Continuous Medium
6.1.3. Surface and Volume Forces
6.1.4. Lagrangian and Eulerian Formulations
6.1.5. Euler's Laws of Motion
6.1.6. Integral Theorems

6.2. Deformations

6.2.1. Deformation: Concept and Elementary Measurements
6.2.2. Displacement Field
6.2.3. The Hypothesis of Small Displacements
6.2.4. Kinematic Equations. Deformation Tensor

6.3. Kinematic Relationships

6.3.1. Deformational State in the Environment of a Point
6.3.2. Physical Interpretation of the Components of the Deformation Tensor
6.3.3. Principal Deformations and Principal Deformation Directions
6.3.4. Cubic Deformation
6.3.5. Elongation of a Curve and Change of Volume of the Body
6.3.6. Compatibility Equations

6.4. Stresses and Static Relationships

6.4.1. Concept of Stress
6.4.2. Relationships between Stresses and External Forces
6.4.3. Local Stress Analysis
6.4.4. Mohr's Circle

6.5. Constitutive Relationships

6.5.1. Concept of Ideal Behavioral Model
6.5.2. Uniaxial Responses and One-Dimensional Ideal Models
6.5.3. Classification of Behavioral Models
6.5.4. Generalized Hooke's Law
6.5.5. Elastic Constants
6.5.6. Deformation Energy and Complementary Energy
6.5.7. Limits of the Elastic Model

6.6. The Elastic Problem

6.6.1. Linear Elasticity and the Elastic Problem
6.6.2. Local Formulation of the Elastic Problem
6.6.3. Global Formulation of the Elastic Problem
6.6.4. General Results

6.7. Theory of Beams: Fundamental Assumptions and Results I

6.7.1. Derived Theories
6.7.2. The Beam: Definitions and Classifications
6.7.3. Additional Hypotheses
6.7.4. Kinematic Analysis

6.8. Theory of Beams: Fundamental Assumptions and Results II

6.8.1. Static Analysis
6.8.2. Constitutive Equations
6.8.3. Deformation Energy
6.8.4. Formulation of the Stiffness Problem

6.9. Bending and Elongation

6.9.1. Interpretation of the Results
6.9.2. Estimation of out of Directrix Displacements
6.9.3. Estimation of Normal Stresses
6.9.4. Estimation of Shear Stresses due to Bending

6.10. Theory of Beams: Torsion

6.10.1. Introduction
6.10.2. Coulomb's Torsion Balance
6.10.3. Saint-Venant Torsion Theory
6.10.4. Introduction to Non-Uniform Torsion

Module 7. Construction Procedures I

7.1. Objectives. Movements and Property Enhancement

7.1.1. Internal and Global Property Enhancement
7.1.2. Practical Objectives
7.1.3. Improvement of Dynamic Behaviors

7.2. Improvement by High Pressure Mixing Injection

7.2.1. Typology of Soil Improvement by High-pressure Grouting
7.2.2. Jet-grouting characteristics
7.2.3. Injection Pressures

7.3. Gravel Columns

7.3.1. Overall Use of Gravel Columns
7.3.2. Quantification of Land Property Improvements
7.3.3. Indications and Contraindications of Use

7.4. Improvement by Impregnation and Chemical Injection

7.4.1. Characteristics of Injections and Impregnation
7.4.2. Characteristics of Chemical Injections
7.4.3. Method Limitations

7.5. Freezing

7.5.1. Technical and Technological Aspects
7.5.2. Different Materials and Properties
7.5.3. Application and Limitation Fields

7.6. Preloading, Consolidations and Compactions

7.6.1. Preloading
7.6.2. Drained Preloading
7.6.3. Control During Ejection

7.7. Improvement by Drainage and Pumping

7.7.1. Temporary Drainage and Pumping
7.7.2. Utilities and Quantitative Improvement of Properties
7.7.3. Behavior After Restitution

7.8. Micropile Umbrellas

7.8.1. Ejection and Limitations
7.8.2. Resistant Capacity
7.8.3. Micropile Screens and Grouting

7.9. Comparison of Long-term Results

7.9.1. Comparative Analysis of Land Treatment Methodologies
7.9.2. Treatments According to Their Practical Application
7.9.3. Combination of Treatments

7.10. Soil Decontamination

7.10.1. Physicochemical Processes
7.10.2. Biological Processes
7.10.3. Thermal Processes

Module 8. Structural Steel

8.1. Introduction to Structural Steel Design

8.1.1. Advantages of Steel as a Structural Material
8.1.2. Disadvantages of Steel as a Structural Material
8.1.3. Early Uses of Iron and Steel
8.1.4. Steel Profiles
8.1.5. Stress-Strain Relationships of Structural Steel
8.1.6. Modern Structural Steels
8.1.7. Use of High-Strength Steels

8.2. General Principles of Design and Construction of Steel Structures

8.2.1. General Principles of Design and Construction of Steel Structures
8.2.2. Structural Design Work
8.2.3. Responsibilities
8.2.4. Specifications and Building Codes
8.2.5. Economical Design

8.3. Calculation Basis and Structural Analysis Models

8.3.1. Calculation Basis
8.3.2. Structural Analysis Models
8.3.3. Determination of Areas
8.3.4. Sections

8.4. Ultimate Limit States I

8.4.1. General Aspects. Strength Limit State of the Sections
8.4.2. Equilibrium Limit State
8.4.3. Strength Limit State of the Sections
8.4.4. Axial Force
8.4.5. Bending Moment
8.4.6. Shear Stress
8.4.7. Torsion

8.5. Ultimate Limit States II

8.5.1. Instability Limit States
8.5.2. Elements Subjected to Compression
8.5.3. Elements Subjected to Flexion
8.5.4. Elements Subjected to Compression and Bending

8.6. Ultimate Limit State III

8.6.1. Ultimate Stiffness Limit State
8.6.2. Longitudinally Stiffened Elements
8.6.3. Web Shear Buckling
8.6.4. Resistance of Web to Transverse Concentrated Loads
8.6.5. Compressed Flange Induced Web Buckling
8.6.6. Stiffeners

8.7. Serviceability Limit States

8.7.1. General Aspects
8.7.2. Deformation limit states
8.7.3. Vibrations Limit States
8.7.4. Limit State of Transverse Deformations in Flat Panels
8.7.5. Limit State of Local Plasticization

8.8. Connecting Means: Bolts

8.8.1. Means of Attachment: Generalities and Classifications
8.8.2. Bolted Joints - Part 1: General Aspects. Bolt Types and Constructive Arrangements
8.8.3. Bolted Joints - Part 2: Calculation

8.9. Connecting Means: Welding

8.9.1. Welded Joints - Part 1: General Aspects. Classifications and Defects
8.9.2. Welded Joints - Part 2: Constructive Arrangements and Residual Stresses
8.9.3. Welded Joints - Part 3: Calculation
8.9.4. Design of Beam and Column Connections
8.9.5. Supporting Devices and Column Bases

8.10. Fire Resistance of Steel Structures

8.10.1. General Considerations
8.10.2. Mechanical and Indirect Actions
8.10.3. Properties of Materials Subjected to the Action of Fire
8.10.4. Strength Testing of Prismatic Elements Subjected to the Action of Fire
8.10.5. Testing the Resistance of Joints
8.10.6. Calculation of Temperatures in Steel

Module 9. Structural Concrete

9.1. Introduction

9.1.1. Introduction to the Subject
9.1.2. Historical Features of Concrete
9.1.3. Mechanical Behavior of Concrete
9.1.4. Joint Behavior of Steel and Concrete that has made Possible its Success as a Composite Material

9.2. Project Basis

9.2.1. Actions
9.2.2. Characteristics of Concrete and Steel Materials
9.2.3. Durability-Oriented Basis of Calculation

9.3. Structural Analysis

9.3.1. Structural Analysis Models
9.3.2. Data Required for Linear, Plastic or Non-Linear Modeling
9.3.3. Materials and Geometry
9.3.4. Prestressing Effects
9.3.5. Calculation of Cross-Sections in Service
9.3.6. Shrinkage and Creep

9.4. Service Life and Maintenance of Reinforced Concrete

9.4.1. Durability of Concrete
9.4.2. Deterioration of the Concrete Mass
9.4.3. Corrosion of Steel
9.4.4. Identification of the Factors of Aggressiveness on Concrete
9.4.5. Protective Measures
9.4.6. Maintenance of Concrete Structures

9.5. Calculations Related to Serviceability Limit States

9.5.1. Limit States
9.5.2. Concept and Method
9.5.3. Verification of Cracking Requirements
9.5.4. Verification of Deformation Requirements

9.6. Ultimate Limit State Calculations

9.6.1. Strength Behavior of Linear Concrete Elements
9.6.2. Bending and Axial Forces
9.6.3. Calculation of Second Order Effects with Axial Loading
9.6.4. Shear
9.6.5. Gradient
9.6.6. Torsion
9.6.7. D-Regions

9.7. Sizing Criteria

9.7.1. Typical Application Cases
9.7.2. The Node
9.7.3. The Bracket
9.7.4. The Large-Edged Beam
9.7.5. Concentrated Load
9.7.6. Dimensional Changes in Beams and Columns

9.8. Typical Structural Elements

9.8.1. The Beam
9.8.2. The Column
9.8.3. The Slab
9.8.4. Foundation Elements
9.8.5. Introduction to Pre-Stressed Concrete

9.9. Constructive Arrangements

9.9.1. General Aspects and Nomenclature
9.9.2. Coatings
9.9.3. Hooks
9.9.4. Minimum Diameters

9.10. Concreting Execution

9.10.1. General Criteria
9.10.2. Processes Prior to Concreting
9.10.3. Elaboration, Reinforcement and Assembly of Reinforcements
9.10.4. Preparation and Placement of Concrete
9.10.5. Processes Subsequent to Concreting
9.10.6. Precast Elements
9.10.7. Environmental Aspects

Module 10. Construction

10.1. Introduction

10.1.1. Introduction to Construction
10.1.2. Concept and Importance
10.1.3. Functions and Parts of the Building
10.1.4. Technical Regulations

10.2. Previous Operations

10.2.1. Superficial Foundations
10.2.2. Deep Foundations
10.2.3. Retaining Walls
10.2.4. Basement Walls

10.3. Load-Bearing Wall Solutions

10.3.1. Masonry
10.3.2. Concrete
10.3.3. Rationalized Solutions
10.3.4. Prefabricated Solutions

10.4. Structures

10.4.1. Slab Structures
10.4.2. Static Structural Systems
10.4.3. One-Way Slabs
10.4.4. Waffle Slabs

10.5. Construction Installations I

10.5.1. Plumbing
10.5.2. Water Supply
10.5.3. Sanitation
10.5.4. Drainage

10.6. Construction Installations II

10.6.1. Electrical Installations
10.6.2. Heating

10.7. Enclosures and Finishes I

10.7.1. Introduction
10.7.2. Physical Protection of the Building
10.7.3. Energy Efficiency
10.7.4. Noise Protection
10.7.5. Moisture Protection

10.8. Enclosures and Finishes II

10.8.1. Flat Roofs
10.8.2. Sloping Roofs
10.8.3. Vertical Enclosures
10.8.4. Interior Partitions
10.8.5. Partitions, Carpentry, Glazing and Fendering
10.8.6. Coatings

10.9. Facades

10.9.1. Ceramics
10.9.2. Concrete Blocks
10.9.3. Panels
10.9.4. Curtain Walls
10.9.5. Modular Construction

10.10. Building Maintenance

10.10.1. Building Maintenance Criteria and Concepts
10.10.2. Building Maintenance Classifications
10.10.3. Building Maintenance Costs
10.10.4. Equipment Maintenance and Usage Costs
10.10.5. Advantages of Building Maintenance

Module 11. Hydraulic Infrastructures

11.1. Types of Hydraulic Works

11.1.1. Pressure Piping Works 
11.1.2. Severity Pipeline Works 
11.1.3. Canal Works 
11.1.4. Dam Works 
11.1.5. Works of Actions in Watercourses 
11.1.6. WWTP and DWTP Works

11.2. Earthwork

11.2.1. Terrain Analysis 
11.2.2. Dimensioning of the Necessary Machinery 
11.2.3. Control and Monitoring Systems 
11.2.4. Quality Control 
11.2.5. Standards of Good Execution

11.3. Severity Pipeline Works

11.3.1. Survey Data Collection in the Field and Data Analysis in the Office 
11.3.2. Re-Study of the Project Solution 
11.3.3. Piping Assembly and Manhole Construction 
11.3.4. Final Testing of Pipelines

11.4. Pressure Piping Works

11.4.1. Analysis of Piezometric Lines 
11.4.2. Lifting Stations Execution 
11.4.3. Piping and Valve Assembly 
11.4.4. Final Testing of Pipelines

11.5. Special Valve and Pumping Elements   

11.5.1. Types of Valves 
11.5.2. Types of Pumps 
11.5.3. Boilermaking Elements 
11.5.4. Special Valves

11.6. Canal Works

11.6.1. Types of Channels 
11.6.2. Execution of Channels of Excavated Sections in the Ground 
11.6.3. Type of Rectangular Cross-Section 
11.6.4. Desanders, Sluice Gates and Loading Chambers 
11.6.5. Auxiliary Elements (Gaskets, Sealants and Treatments)

11.7. Dam Works  

11.7.1. Types of Dams 
11.7.2. Earth Dams 
11.7.3. Concrete Dams 
11.7.4. Special Valves for Dams

11.8. Actions in the Channels  

11.8.1. Types of Works in Watercourses 
11.8.2. Channeling 
11.8.3. Works for Channel Defenses 
11.8.4. River Parks 
11.8.5. Environmental Measures in River Works

11.9. WWTP and DWTP Works  

11.9.1. Elements of a WWTP 
11.9.2. Elements of a DWTP 
11.9.3. Water and Sludge Lines 
11.9.4. Sludge Treatment 
11.9.5. New Water Treatment Systems

11.10. Irrigation Works  

11.10.1. Study of the Irrigation Network 
11.10.2. Lifting Stations Execution 
11.10.3. Piping and Valve Assembly 
11.10.4. Final Testing of Pipelines

You will develop advanced skills to effectively plan, execute and control structural engineering projects in an effective manner”