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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...
| Clasificación: | Libro Electrónico |
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| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
New York, N.Y. :
McGraw Hill LLC,
[2024]
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| Edición: | Second edition. |
| Colección: | McGraw-Hill's AccessEngineeringLibrary.
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| Temas: | |
| Acceso en línea: | Texto completo |
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| 020 | |z 9781266161117 (print-ISBN) | ||
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| 041 | 0 | |a eng | |
| 050 | 4 | |a TA159 | |
| 082 | 0 | 4 | |a 624.076 |2 23 |
| 100 | 1 | |a Goswami, Indranil, |e author. | |
| 245 | 1 | 0 | |a Fundamentals of Engineering FE Civil All-in-One Exam Guide, 2nd Edition / |c Indranil Goswami. |
| 250 | |a Second edition. | ||
| 264 | 1 | |a New York, N.Y. : |b McGraw Hill LLC, |c [2024] | |
| 264 | 4 | |c ?2024 | |
| 300 | |a 1 online resource : |b illustrations. | ||
| 336 | |a text |2 rdacontent | ||
| 337 | |a computer |2 rdamedia | ||
| 338 | |a online resource |2 rdacarrier | ||
| 490 | 1 | |a McGraw-Hill's AccessEngineeringLibrary | |
| 504 | |a Includes bibliographical references and index. | ||
| 505 | 0 | |a 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. | |
| 505 | 0 | |a 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. | |
| 520 | 0 | |a 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 Engineering FE Civil All-in-One Exam Guide Second Edition features clear explanations, exam strategies, and practice problems with fully worked solutions. Organized to exactly follow the order of the official exam syllabus, this effective study guide includes references to the official FE Reference Handbook along with tips on how to utilize that resource during the exam. | |
| 530 | |a Also available in print and PDF edition. | ||
| 533 | |a Electronic reproduction. |b New York, N.Y. : |c McGraw Hill, |d 2024. |n Mode of access: World Wide Web. |n System requirements: Web browser. |n Access may be restricted to users at subscribing institutions. | ||
| 538 | |a Mode of access: Internet via World Wide Web. | ||
| 546 | |a In English. | ||
| 588 | |a Description based on e-Publication PDF. | ||
| 650 | 0 | |a Civil engineering |z United States |x Examinations |v Study guides. | |
| 650 | 0 | |a Engineering |z United States |x Examinations |v Study guides. | |
| 650 | 0 | |a Engineering |x Problems, exercises, etc. | |
| 650 | 0 | |a Engineering |x Examinations. | |
| 655 | 0 | |a Electronic books. | |
| 776 | 0 | 8 | |i Print version: |t Fundamentals of Engineering FE Civil All-in-One Exam Guide, Second Edition. |b Second edition. |d New York, N.Y. : McGraw-Hill Education, 2024 |z 9781266161117 |
| 830 | 0 | |a McGraw-Hill's AccessEngineeringLibrary. | |
| 856 | 4 | 0 | |u https://accessengineeringlibrary.uam.elogim.com/content/book/9781266161117 |z Texto completo |