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Fundamentals of Engineering FE Civil All-in-One Exam Guide, 2nd Edition /

This highly effective study guide offers 100% coverage of every subject on the FE Civil exam. This self-study resource contains all the information you need to prepare for and pass the challenging FE Civil exam. Written by a leading civil engineering educator and exam coach, Fundamentals of Engineer...

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Detalles Bibliográficos
Clasificación:	Libro Electrónico
Autor principal:	Goswami, Indranil (Autor)
Formato:	Electrónico eBook
Idioma:	Inglés
Publicado:	New York, N.Y. : McGraw Hill LLC, [2024]
Edición:	Second edition.
Colección:	McGraw-Hill's AccessEngineeringLibrary.
Temas:	Civil engineering > United States > Examinations > Study guides. Engineering > United States > Examinations > Study guides. Engineering > Problems, exercises, etc. Engineering > Examinations. Electronic books.
Acceso en línea:	Texto completo

Tabla de Contenidos:

Overview
A About the Author
B Dedication
C Preface
D Units and Unit Conversions
1 Mathematics
1.0 CHAPTER PRELIMINARIES
1.1 Analytic Geometry
1.2 Trigonometry
1.3 Conic Sections
1.4 Mensuration
1.5 Vectors
1.6 Complex Numbers
1.7 Matrix Algebra
1.8 Differential Calculus
1.9 Integral Calculus
1.10 Numerical Integration: Euler's Rule, Trapezoidal Rule, and Simpson's Rule
1.11 Partial Fractions
1.12 Ordinary Differential Equation with Constant Coefficients
1.13 Permutations and Combinations
1.14 Laws of Probability
1.15 Measures of Central Tendency
1.16 Combinations of Random Variables
1.17 Probability Functions
1.18 Normal (Gaussian) Distribution
1.19 Student's t-Distribution
1.20 Binomial Distribution
1.21 Expected Value
1.22 Hypothesis Testing
1.23 Linear Regression
2 Ethics
2.0 CHAPTER PRELIMINARIES
2.1 Code of Ethics
2.2 Professional Obligations (as Listed in the NSPE Code of Ethics)
2.3 Intellectual Property
2.4 Professional Liability
2.5 Licensure
3 Engineering Economics
3.0 CHAPTER PRELIMINARIES
3.1 Types of Cash Flow
3.1.1 Single Payment Compounded?Symbol (F/P, i%, n)?Converts to F given P
3.1.2 Single Payment Present Worth?Symbol (P/F, i%, n)?Converts to P given F
3.1.3 Uniform Series Sinking Fund?Symbol (A/F, i%, n)?Converts to A given F
3.1.4 Capital Recovery?Symbol (A/P, i%, n)?Converts to A given P
3.1.5 Uniform Series Compounded?Symbol (F/A, i%, n)?Converts to F given A
3.1.6 Uniform Series Present Worth?Symbol (P/A, i%, n)?Converts to P given A
3.1.7 Gradient Series
3.1.8 Uniform Gradient Present Worth?Symbol (P/G, i%, n)?Converts to P given G
3.1.9 Uniform Gradient Future Worth?Symbol (F/G, i%, n)?Converts to F given G
3.1.10 Uniform Gradient Uniform Series?Symbol (A/G, i%, n)?Converts to A given G
3.2 Year-End Accounting Convention
3.3 Minimum Attractive Rate of Return
3.3.1 Nonannual Compounding
3.4 Present Worth
3.5 Principal in a Sinking Fund
3.6 Capitalized Cost
3.7 Equivalent Uniform Annual Cost
3.8 Depreciation
3.8.1 Straight-Line Method
3.8.2 Modified Accelerated Cost Recovery System
3.9 Tax Issues
3.10 Bonds
3.11 Break-Even Analysis
3.12 Return on Investment
3.13 Benefit-Cost Analysis
3.14 Uncertainty (Expected Value and Risk)
3.15 Sustainability and Sustainable Design
3.15.1 Indicators of Sustainability
3.15.2 Index of Sustainable Economic Welfare
4 Statics
4.0 CHAPTER PRELIMINARIES
4.1 Vectors
4.1.1 Definitions
4.2 Resultant of a System of Forces (2D)
4.3 Moment of a Force
4.3.1 Moment about a Point
4.3.2 Moment about a Line (Axis)
4.4 Equivalent Force Systems
4.5 Equilibrium of Rigid Bodies
4.6 Representation of Distributed Loads
4.7 Rigid Frames: Degrees of Freedom, Determinacy, and Stability
4.8 Inclined Support
4.9 Ideal Truss?Stability and Determinacy
4.9.1 Truss Member Forces: Method of Joints
4.9.2 Truss Member Forces: Method of Sections
4.9.3 Identification of Zero-Force Members
4.9.4 Truss Deflection: Method of Virtual Work
4.9.5 Influence Line for Truss Member Force
4.10 Centroid of an Area by Integration
4.10.1 Centroid of a Compound Area?Weighted Average
4.11 Various Section Properties
4.11.1 Moment of Inertia (I)
4.11.2 Polar Moment of Inertia (J)
4.11.3 Product of Inertia
4.12 Friction
4.12.1 Belt Friction
4.12.2 Screw Thread
5 Dynamics
5.0 CHAPTER PRELIMINARIES
5.1 Kinematics
5.1.1 Particle Kinematics
5.1.2 Motion in the y Direction
5.1.3 Rigid Body Kinematics
5.2 Kinetics
5.2.1 Particle Kinetics
5.2.2 Constant Length of String Concept
5.2.3 Rigid Body Kinetics
5.3 Principle of Work and Energy
5.3.1 Work
5.3.2 Gravitational Potential Energy
5.3.3 Elastic Potential Energy
5.3.4 Kinetic Energy
6 Mechanics of Materials
6.0 CHAPTER PRELIMINARIES
6.1 Shear Force and Bending Moment Diagrams
6.1.1 Shear Force Diagram
6.1.2 Bending Moment Diagram
6.2 Normal Stress and Strain
6.2.1 Hooke's Law
6.2.2 Elastic versus Inelastic Behavior
6.2.3 Poisson's Ratio
6.3 Shear Stress
6.4 Generalized Hooke's Law
6.5 Typical Stress-Strain Curve for Mild Steel
6.5.1 Ductility
6.5.2 Elasto-Plastic Model
6.6 Bending Stress
6.7 Combined Axial and Bending Stress
6.8 Shear Stress due to Transverse Load
6.9 Beam Deflection?The Elastic Curve
6.9.1 Direct Integration Method
6.9.2 Unit Load Method
6.9.3 Beam Deflection Equations
6.10 Torsion
6.10.1 Shear Stress due to Torsion?Circular Sections
6.10.2 Shear Stress due to Torsion?Thin-Walled Sections
6.11 Thermal Stress and Strain
6.12 Mohr's Circle: Normal (?) and Shear (?)
6.12.1 Stress Combination
6.12.2 Principal Stresses
7 Materials
7.0 CHAPTER PRELIMINARIES
7.1 Concrete Mix Design
7.1.1 Absolute Volume Method
7.2 Asphalt Mix Design: Volumetric Relationships
7.2.1 Unit Volume Approach to Calculating Asphalt Properties
7.3 Common Material Tests
7.3.1 Asphalt: Particle Size Analysis (AASHTO T30/ASTM D5444)
7.3.2 Asphalt: Moisture Susceptibility Test (AASHTO T283/ASTM D4867)
7.3.3 Asphalt: Specific Gravity and Absorption of Coarse Aggregate (AASHTO T85/ASTM C127)
7.3.4 Asphalt Binder Content Test (AASHTO T308/ASTM D6307)
7.3.5 Voids in Mineral Aggregate (VMA) (AASHTO T166 and T209/ASTM D2726 and D2041)
7.3.6 Steel: Tensile Test
7.3.7 Concrete: Compression Test
7.3.8 Concrete: Split Cylinder Test
7.3.9 Third Point Loading Test of a Beam (Flexure)
7.4 Engineering Materials and Their Properties
7.4.1 Unit Weight
7.4.2 Steel: Tensile Strength
7.4.3 Concrete: Compressive Strength
7.4.4 Modulus of Elasticity
7.4.5 Poisson's Ratio
7.4.6 Thermal Expansion
7.4.7 Composites
8 Fluid Mechanics
8.0 CHAPTER PRELIMINARIES
8.1 Fluid Properties
8.1.1 Density
8.1.2 Surface Tension
8.1.3 Capillary Action
8.1.4 Viscosity
8.2 Laminar versus Turbulent Flow
8.2.1 Relationship between Average Velocity and Maximum Velocity
8.3 Static Pressure on Submerged Surfaces
8.3.1 Static Pressure on Plane Area of Arbitrary Shape
8.3.2 Static Pressure on Compound Area (Curved or Multiple Linear Segments)
8.4 Fluid Dynamics
8.4.1 Conservation of Mass
8.4.2 Conservation of Energy
8.4.3 Conservation of Momentum
8.5 Energy Grade Line and Hydraulic Grade Line
8.6 Fluid Power
8.7 Dynamic Similarity
8.8 Flow Measurement Devices
8.8.1 Pitot Tube
8.8.2 Orifice Meter
8.8.3 Venturi Meter
8.9 Flow Measurement with Weirs
8.9.1 Sharp-Crested Weirs
8.9.2 Triangular Weirs
9 Water Resources and Environmental Engineering
9.0 CHAPTER PRELIMINARIES
9.1 Hydrologic Balance
9.2 Precipitation
9.3 Rainfall Intensity
9.3.1 Intensity-Duration-Frequency Curves
9.3.2 Time of Concentration
9.4 Hydrograph
9.4.1 Hydrograph Separation
9.4.2 Unit Hydrograph
9.5 Runoff Estimation by Natural Resources Conservation Service Curve Number
9.5.1 Procedure for the NRCS Method
9.6 Rational Method for Predicting Runoff
9.7 Water Distribution Systems
9.8 Inflow and Infiltration
9.9 Closed Conduit Hydraulics
9.9.1 Darcy-Weisbach Equation
9.9.2 Laminar Flow
9.9.3 Hydraulic Radius and Hydraulic Diameter
9.9.4 Hazen-Williams Equation
9.9.5 Head Loss in Circular Conduits
9.9.6 Minor Losses
9.9.7 Equivalent Length
9.10 Pipe Networks
9.10.1 Two-Node Network
9.11 Pumps
9.11.1 System Curve
9.11.2 Pump Curves
9.11.3 Cavitation
9.12 Circular Pipe Head Loss
9.13 Open Channel Flow Fundamentals
9.13.1 Rectangular Open Channels
9.13.2 Critical Depth of Flow in Open Channels
9.13.3 Alternate Depths
9.13.4 Velocity in Open Channels
9.13.5 Hydraulic Parameters of Straight-Sided Open Channels
9.13.6 Hydraulic Parameters of Circular Open Channels
9.13.7 Momentum in Open Channels
9.13.8 Hydraulic Jump
9.13.9 Groundwater Distribution
9.13.10 Groundwater Dewatering
9.14 Main U.S.
Environmental Laws
9.14.1 Clean Air Act (1955, amended 1977)
9.14.2 Clean Water Act (1948, amended 1977)
9.14.3 Safe Drinking Water Act
9.14.4 Resource Conservation and Recovery Act (1976, amended 1986)
9.14.5 Surface Water Treatment Rule
9.15 Municipal Separate Storm Sewer System
9.15.1 Water Quality?Based Effluent Limits
9.16 Water Quality
9.16.1 Biochemical Oxygen Demand
9.16.2 Dilution Purification of Wastewater Streams
9.16.3 Hardness in Water
9.16.4 pH and pOH
9.16.5 Alkalinity
9.16.6 Coagulation
9.17 Wastewater Flow Rates from Various Sources
9.18 Municipal Wastewater Treatment
9.18.1 Reactors Used for Wastewater Treatment
9.18.2 Reaction Kinetics and Reactor Hydraulics
9.19 Physical Unit Operations in Wastewater Treatment
9.19.1 Mixing and Flocculation
9.19.2 Settling of Particles
9.19.3 Primary Sedimentation Tanks
9.19.4 Absorption versus Adsorption
9.19.5 Activated Carbon Adsorption
9.19.6 Coagulation
9.20 Chemical Unit Processes in Wastewater Treatment
9.20.1 Chemical Neutralization
9.20.2 Disinfection
9.20.3 Log Inactivation
9.21 Biological Wastewater Treatment
9.21.1 Biochemistry, Biology, and Bacteriology
9.21.2 Effect of Temperature and pH
9.21.3 Aerobic versus Anaerobic Biological Treatment
9.21.4 Hydraulic Detention Time
9.21.5 Activated Sludge Process
9.22 Air Pollution
9.22.1 Cyclonic Separation
9.22.2 Electrostatic Precipitator
9.22.3 Destruction and Removal Efficiency
9.22.4 Reverse Osmosis
9.23 Solid Waste Management
9.23.1 Leachate
9.24 Noise - Permissible Noise Exposure
10 Structural Engineering
10 Structural Engineering
10.0 CHAPTER PRELIMINARIES
10.1 Structural Determinacy and Stability
10.2 Determinacy and Stability of Trusses, Frames, and Beams
10.2.1 Trusses
10.2.2 Frames
10.2.3 Beams
10.3 Load Path and Tributary Area
10.3.1 Floor System: Load Path
10.4 Analysis of Trusses
10.5 Stability of Axially Loaded Columns?Euler Buckling
10.6 Load Types
10.6.1 Dead Loads
10.6.2 Live Loads
10.6.3 Snow Loads
10.6.4 Seismic Loads
10.6.5 Moving Loads: Influence Lines
10.7 Deflection
10.7.1 Truss Deflection
10.7.2 Frame Deflection
10.8 Introduction to Indeterminate Structural Analysis
10.8.1 Compatibility
10.8.2 Indeterminate Trusses
10.8.3 Displacement Methods: Slope Deflection and Moment Distribution
10.9 Reinforced Concrete Design
10.9.1 Basic Provisions of ACI 318-2014
10.9.2 Reinforcement
10.9.3 Strength Design Approach
10.9.4 Analysis and Design of Reinforced Concrete Beams in Flexure
10.9.5 Analysis and Design of Reinforced Concrete Columns
10.10 Steel Design
10.10.1 Load and Resistance Factor Design
10.10.2 Analysis and Design of Beams (Flexure)
10.10.3 Design for Shear
10.10.4 Analysis and Design of Steel Compression Members
10.10.5 Analysis and Design of Steel Tension Members
11 Geotechnical Engineering
11.0 CHAPTER PRELIMINARIES
11.1 Soil as a Three-Phase System
11.1.1 Fundamental Definitions
11.1.2 Shrinkage and Swell
11.2 Effective Stress
11.3 Shear Strength (Mohr-Coulomb)
11.4 Standard Soil Tests
11.4.1 Liquid Limit Test (ASTM D-4318)
11.4.2 Plastic Limit Test (ASTM D-4318)
11.4.3 Standard Penetration Test
11.4.4 Relative Density
11.4.5 Cone Penetrometer Test
11.4.6 Direct Shear Test
11.4.7 Unconfined Compression Test
11.4.8 Compaction
11.4.9 Triaxial Test Fundamentals
11.5 Consolidation
11.5.1 Consolidation Test
11.5.2 Settlement due to Primary Consolidation
11.5.3 Consolidation Rate
11.6 Soil Classification
11.6.1 Sieve Sizes
11.6.2 Particle Size Distribution Curves
11.6.3 Hydrometer Analysis
11.6.4 Unified Soil Classification System
11.6.5 AASHTO Soil Classification
11.7 Bearing Capacity
11.7.1 Foundation Types
11.7.2 Ultimate Bearing Capacity
11.7.3 Effect of Water Table on Bearing Capacity
11.7.4 Combined Footing
11.7.5 Eccentric Load on a Shallow Footing
11.7.6 Mat Foundations
11.7.7 Deep Foundations
11.8 Lateral Earth Pressure
11.8.1 Stability and Strength Checks
11.8.2 Active Earth Pressure
11.8.3 Rankine's Theory for Earth Pressure
11.8.4 Steps for Evaluating Stability of a Retaining Wall
11.9 Slope Stability
11.9.1 Stability of Slopes along a Planar Surface
11.10 Permeability of Soils
11.10.1 Darcy's Law for Seepage
11.10.2 Liquefaction
11.10.3 Laboratory Measurement of Hydraulic Conductivity
11.10.4 Flow Nets
11.10.5 Aquifers
11.11 Soil Stabilization
11.11.1 Mechanical Stabilization
11.11.2 Chemical Stabilization
12 Transportation
12.0 CHAPTER PRELIMINARIES
12.1 Transportation Planning
12.1.1 Trip Generation
12.1.2 Trip Distribution: Gravity Model
12.1.3 Modal Split by the Logit Model
12.1.4 Design Traffic Volume
12.1.5 Expansion Factors
12.1.6 Travel Speed
12.1.7 Speed?Volume?Density Relationships
12.1.8 Level of Service (LOS) of Freeway Segments
12.1.9 Speed Adjustments to FFS
12.1.10 Constant Acceleration and Deceleration
12.2 Intersections
12.2.1 Intersection Sight Distance
12.2.2 Change and Clearance Intervals at an Intersection
12.3 Pavement Design
12.3.1 Equivalent Single Axle Load
12.3.2 Load Equivalence Factors
12.3.3 Flexible Pavements
12.3.4 Purposes of Compaction
12.3.5 Rigid Pavement Design
12.4 Highway Design: Horizontal Curves
12.5 Highway Design: Superelevation
12.5.1 Coefficient of Side Friction
12.6 Highway Design: Spiral Curves
12.7 Highway Design: Vertical Curves
12.8 Sight Distance
12.8.1 Stopping Sight Distance?AASHTO Recommendations
12.8.2 Sight Distance on Vertical Curves
12.8.3 Stopping Sight Distance on Horizontal Curves
12.9 Highway Safety
12.9.1 Accident Rates
12.9.2 Accident Countermeasures
13 Construction
13.0 CHAPTER PRELIMINARIES
13.1 Stages of Construction
13.2 Construction Documents
13.2.1 Submittals
13.2.2 Request for Information
13.3 Procurement Methods
13.3.1 Open Tendering
13.3.2 Restricted Tendering
13.3.3 Request for Proposal
13.3.4 Two-Stage Tendering
13.3.5 Request for Quotations
13.3.6 Single Source
13.4 Project Delivery Methods
13.4.1 Design-Bid-Build
13.4.2 Construction Management at Risk
13.4.3 Design-Build
13.5 Construction Operations and Methods
13.5.1 Machine Production
13.5.2 Production Cycle Time
13.5.3 Equipment Balancing
13.6 Erosion Control Methods
13.6.1 Geosynthetics
13.7 Scheduling
13.7.1 Gantt Charts
13.7.2 Critical Path Analysis
13.7.3 Program Evaluation and Review Technique
13.8 Earned Value Management
13.9 OSHA Regulations for Construction Projects
13.9.1 Rules of Construction
13.9.2 Site Layout
13.9.3 Emergency Response
13.9.4 Signs, Signals, and Barricades
13.9.5 Fall Protection
13.10 Quantity Estimating
13.10.1 Quantity Estimation for Excavations
13.10.2 Estimating Mortar Quantity between Bricks or Masonry Blocks
14 Surveying
14.0 CHAPTER PRELIMINARIES
14.1 Glossary of Terms
14.2 Coordinate Systems
14.2.1 State Plane Coordinate System
14.2.2 Global Positioning System
14.3 Types of Surveys
14.4 Stationing
14.5 Chaining Techniques
14.5.1 Tension Correction
14.5.2 Temperature Correction
14.5.3 Sag Correction (Not in the FE Reference Handbook)
14.6 Angles and Distances
14.6.1 Azimuth
14.6.2 Bearings
14.6.3 Latitude and Departure
14.6.4 Northings and Eastings
14.6.5 Interior and Exterior Angles
14.7 Area of a Traverse by Coordinates
14.8 Area under an Irregular Curve
14.9 Differential Leveling.

Fundamentals of Engineering FE Civil All-in-One Exam Guide, 2nd Edition /

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