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Civil engineering All-in-One PE exam guide breadth and depth /
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
New York, N.Y. :
McGraw-Hill Education LLC.,
c2015, c2012, c2009.
|
| Edición: | 3rd edition. |
| Colección: | All-in-one.
|
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- About the author
- B. Dedication
- C. Preface to the third edition
- D. Preface to the second edition
- E. Preface to the first edition
- F. Units and unit conversions
- Angle
- Length
- Area
- Volume
- Velocity
- Volumetric flow rate
- Permeability
- Mass
- Density
- Runoff or precipitation depth
- Pressure/stress
- Force
- Energy
- Power
- Concentration
- Earth parameters
- Universal constants
- 101. Strength of materials
- Sign convention for stresses
- Centroid of an area by integration
- Centroid of a compound area?weighted average
- Various section properties
- Bending stress
- Plastic collapse mechanisms
- Combined axial and bending stress
- Shear stress due to transverse load
- Shear stress due to torsion?circular sections
- Shear stress due to torsion?rectangular sections
- Shear stress due to torsion?thin-walled sections
- Stresses in pressure vessels
- Mohr's circle: normal (?) and shear stress (?) combination
- Indeterminate problems in strength of materials
- Tensile test
- Compression test
- Split cylinder test
- Third-point loading test of a beam (flexure)
- 102. Statically determinate structures
- Vector
- Dot product
- Cross product
- Equivalent force system
- Analysis of trusses
- Truss member forces?method of joints
- Truss member forces?method of sections
- Identification of zero-force members
- Truss deflection?method of virtual work
- Cables under point loads
- Cables under uniformly distributed load
- Shear force and bending moment
- Beam deflection?the elastic curve
- Direct integration method
- Moment-area method
- Conjugate beam method
- Unit load method
- Beam deflection equations
- Influence lines
- Shear at midspan of uniformly loaded beams
- Influence of a series of concentrated loads
- Calculating effect of concentrated and distributed loads
- 103. Introduction to indeterminate structures
- Stability and determinacy
- Determinate versus indeterminate structures
- The general force method
- Force method illustration
- Castigliano's method
- Castigliano's method applied to trusses
- Castigliano's method applied to beams
- Displacement methods
- Moment-distribution method
- The slope-deflection method
- Using results from moment-distribution or slope-deflection methods
- Fixed-end moments
- Approximate methods for building frames
- 104. Concrete fundamentals
- Absolute volume method
- Aci provisions
- Reinforcement
- Strength design approach
- Load combinations (asce-7)
- Significant changes from aci 318-08 to aci 318-11
- 105. Reinforced concrete beams
- General
- Design moments at critical locations
- Cracked section characteristics
- Aci limits on flexural reinforcement
- Spacing guidelines
- Flexural capacity of singly reinforced concrete beams
- Design problems
- Doubly reinforced rectangular section
- Singly reinforced t-beams
- Design of reinforced concrete beams for shear
- Shear at midspan of uniformly loaded beams
- Development length of reinforcement
- 106. Reinforced concrete slabs
- General
- One-way reinforced concrete slabs
- Minimum slab thickness
- Temperature and shrinkage reinforcement
- Two-way reinforced concrete slabs
- Slabs on grade
- Expansive soils
- Capacity of anchors in concrete
- Tension
- 107. Reinforced concrete columns
- Guidelines on longitudinal reinforcement
- Short versus long columns
- Axial load capacity of short rc columns
- Column interaction diagrams
- Long columns
- 108. Prestressed concrete
- General
- Combined stresses
- Allowable stresses (pci)
- Standard tables from pci design handbook
- Prestress losses.
- 109. Steel tension members
- Allowable strength design (asd)
- Load and resistance factor design (lrfd)
- Analysis and design of tension members
- Nominal strength
- Net area in tension
- Net area for staggered bolt lines
- Effective net area
- Aisc load tables
- Block shear
- Pin-connected tension members
- 110. Steel compression members
- Stability of axially loaded columns?euler buckling
- Critical buckling stress for steel columns
- Braced columns
- Effective length for columns in a frame
- Column with slender elements
- Single-angle compression elements
- Built-up compression members
- Column base plates
- 111. Steel beams
- General flexure theory
- Progressive increase of flexural stresses
- Elastic section modulus
- Plastic section modulus
- Design of steel beams?aisc specifications
- Bending coefficient cb
- Beam design using zx tables
- Beam design using charts
- Compactness criteria
- Flexural strength of noncompact sections
- Design for shear
- Floor framing systems
- Composite construction
- Use of composite beam design tables in aisc steel construction manual
- Beam bearing plate design
- Design of built-up beams (plate girders)
- Flexural strength of built-up beams
- Shear strength of built-up beams
- Web plate buckling coefficient (kv)
- Web shear coefficient (cv)
- Tension field action
- 112. Bolted and welded connections
- General
- Snug-tight versus slip-critical connections
- Bearing type connections
- Slip-critical connections
- Bolt group subject to shear and torsion
- Capacity of bolted connections?design tables in scm, 14th edition
- Bolts subject to shear and tension
- Basic weld symbols
- Weld specifications
- Fillet-welded joints
- Fillet weld features
- Strength of a fillet weld
- Second moments of weld runs
- Inspection criteria for welds and bolts
- 113. Bridge design (aashto lrfd)
- Design philosophy?lrfd
- Lrfd load combinations
- Deflection limits
- Minimum depth of superstructure
- Multiple presence of live load
- Vehicular live load
- Pedestrian loads
- Dynamic load allowance
- Wind on superstructure (w)
- Wind on live load (wl)
- Design of deck cantilever and railings
- Deck design
- Bending moment in slab
- Concrete design
- Distribution of wheel loads to girders
- Effective width of flange
- Shear connector design
- Steps in shear connector design
- Deflections
- 114. Timber design
- Bending stress
- Shear stress
- Modulus of elasticity
- Stress modification factors
- Design of timber columns
- Section properties of beams and joists
- Section properties of planks
- Section properties of decking
- 115. Masonry design
- Strain compatibility
- Modulus of elasticity of masonry
- Transformed section
- Allowable stresses in masonry
- Modulus of rupture
- Design coefficients (working stress design)
- Design for flexure
- Design of masonry lintels
- Cracking moment
- Design for axial compression
- Design for shear
- Reinforced masonry walls
- 116. Design loads on buildings and other structures
- Introduction
- Risk category
- Live loads
- Snow loads
- Lateral force resisting system (lfrs)
- Wind loads
- Wind loads on buildings?directional procedure
- Seismic loads
- Structural systems
- Response modification factor (r)
- Seismic spectra
- Diaphragms
- Shear wall system?center of rigidity
- 201. Phase relationships for soils
- Soil as a three-phase system
- Fundamental definitions
- Shrinkage and swell.
- 202. Soil sampling and testing
- Guidelines for subsurface sampling
- Interpretation of boring logs
- Soil sampling techniques
- Rock quality designation
- Unconfined compression strength of rock
- Rock mass rating system
- Effective stress
- Soil consistency
- Atterberg limit tests
- Standard penetration test
- Correlation between n value and bearing capacity
- Relative density
- Cone penetrometer test (cpt)
- Vane shear test
- Direct shear test
- Unconfined compression test
- Compaction
- Standard proctor test
- Compaction effort
- Dynamic compaction techniques
- Field monitoring of compaction
- Triaxial test fundamentals
- Relevance of various types of triaxial tests
- Consolidation
- Consolidation settlement (primary)
- Consolidation rate
- Settlement from secondary consolidation
- Effect of sample disturbance
- California bearing ratio test
- Hveem stabilometer test
- Shear strength by direct methods
- Deformation moduli
- Permeability tests
- In-place density
- 203. Soil classification
- Sieve sizes
- Usda textural classification of soils
- Particle size distribution curves
- Hydrometer analysis
- Unified soil classification system (uscs)
- Aashto soil classification
- Group index (gi)
- Burmister soil classification system
- 204. Vertical stress increase at depth
- Approximate methods
- Boussinesq model for stress under uniformly loaded area
- Newmark's chart for graphical solution of boussinesq's equation
- Stress increase due to a point load
- Stress increase due to a line load
- Stress increase due to a strip load
- Stress increase due to uniformly loaded circular footing
- Load on buried pipes
- 205. Flow through porous media
- Groundwater distribution
- Darcy's law for seepage
- Hydraulic conductivity
- Laboratory measurement of hydraulic conductivity
- Equivalent hydraulic conductivity (layered soils)
- Field measurement of hydraulic conductivity
- Flow nets
- Calculation of seepage flow from flow nets
- Anisotropic soils
- Uplift pressure under hydraulic structures
- Expansive soils
- Gravity dams
- Aquifers
- Karst
- Unsteady well hydraulics?theis method
- Groundwater dewatering
- Wellpoint systems
- Dewatering using a circular array of wellpoints
- 206. Shallow foundations
- Shallow foundations
- General
- Ultimate bearing capacity
- Shape correction factors
- Depth correction factors
- Load inclination correction factors
- Factor of safety for bearing capacity
- Local shear failure
- Dynamic loads
- Allowable bearing pressure in sand based on settlement
- Effect of water table on bearing capacity
- Coefficient of subgrade reaction
- Combined footing
- Combined footing?design
- Mat foundations
- Differential settlement of mats
- Compensated foundations
- Strap footing?design
- Eccentric load on a shallow footing
- Shear in footings?one-way and two-way shear
- Elastic settlement under shallow foundations
- Settlement of granular soils?schmertmann and hartman
- 207. Deep foundations
- Deep foundations
- Site conditions
- Materials
- Pile classification
- Point bearing capacity
- Side friction capacity
- Skin friction coefficient
- Capacity of pile groups
- Special consideration for steel h-section piles
- Pile groups subject to overturning moment
- Caissons
- Batter piles
- Laterally loaded long piles
- Pullout resistance
- Negative skin friction
- Settlement of piles
- Elastic settlement of pile groups
- Consolidation settlement of pile groups
- Pile-driving formula.
- 208. Retaining walls
- General
- Retaining wall types
- Typical damage to retaining walls
- Planning
- Recommendations for design and construction
- Lateral earth pressure
- Wall movement necessary to develop lateral pressures
- Stability and strength checks
- Active earth pressure
- Passive earth pressure
- Rankine's theory for earth pressure
- Suitability number
- Steps for evaluating stability of a retaining wall
- Retaining wall with key
- Horizontal pressure on retaining walls due to surface loads
- Mechanically stabilized earth (mse) walls
- 209. Support of excavation
- Types of excavation
- Modes of failure
- Stabilization
- Bottom heave in a cut in clay
- Typical plan and elevation of a braced excavation
- Equivalent pressure diagrams for braced cuts
- Design of sheet pile walls
- Ultimate resistance of tiebacks
- Secant piles
- Tangent pile wall
- Osha regulations for excavations
- 1926 cfr subpart p appendix b?sloping and benching
- 210. Slope stability
- Modes of slope failure
- Causes of slope failure
- Total versus effective stress analysis
- Stability of infinite slopes (no seepage)
- Stability of infinite slopes (with seepage)
- Stability of finite slopes
- Stability of finite slope in clay (taylor)
- Slope stabilization methods
- Recommended safety factors
- Slope protection
- 211. Seismic topics in geotechnical engineering
- Seismic stress waves
- Vibration transmission through soils
- Liquefaction
- Liquefaction mitigation techniques
- Bearing capacity under dynamic loading
- Cyclic stress ratio
- Glossary of earthquake-related terms
- 212. Earthwork
- General
- Area by coordinates
- Shrinkage and bulking
- Using the mass diagram
- Earthwork?borrow pit method (also known as grid method)
- 301. Basic fluid mechanics
- Conservation of mass
- Conservation of energy
- Conservation of momentum
- Energy grade line and hydraulic grade line
- Viscosity
- Static pressure on submerged surfaces
- Dynamic similarity
- Laminar versus turbulent flow
- 302. Closed conduit hydraulics
- General
- Darcy-weisbach equation
- Hazen-williams equation
- Minor losses
- Pipe networks
- Two-node network
- Flow measurement devices
- Pumps
- Pump affinity laws
- Improving pipeline efficiency
- System curve
- Pump curves
- Pumps in series
- Pumps in parallel
- Cavitation
- Cavitation index
- Water hammer (surge)
- Variation of atmospheric pressure with elevation
- 303. Open channel hydraulics
- Fundamentals
- Velocity in open channels
- Hydraulic parameters of straight-sided open channels
- Hydraulic parameters of circular open channels
- Friction loss in open channels
- Rectangular open channels
- Alternate depths
- Effect of variations in the channel floor
- Momentum in open channels
- Most efficient channel section
- Normal depth of flow in circular open channels
- Normal depth of flow in channels with straight sides
- Critical depth of flow in open channels
- Critical depth in circular conduits
- Critical depth in straight-sided channels
- Occurrence of critical depth in open channels
- Open channels having compound cross sections
- Flow in gutters and swales
- Flow measurement with weirs
- Gradually varied flow in open channels
- Classification of surface profiles
- Hydraulic jump
- Conservation of momentum?nonrectangular open channel
- Shear stress on channel bed
- Flow in culverts
- 304. Hydrology
- Hydrologic balance
- Precipitation
- Rainfall intensity
- Recorded precipitation data
- Intensity-duration-frequency curves
- Time of concentration
- Rainfall distribution by storm type
- Hydrograph separation
- Unit hydrograph
- Nrcs synthetic unit hydrograph
- Hydrograph synthesis
- Runoff estimation by nrcs curve number
- Peak discharge
- Rational method for predicting runoff
- Modified rational method
- Reservoir sizing using the rippl diagram.
- 305. Water supply quantity and quality
- Determination of needed fire flow
- Drinking water treatment and distribution
- National primary drinking water standards (epa)
- National secondary drinking water standards (epa)
- Dissolved oxygen in water
- Saturated dissolved oxygen
- Biochemical oxygen demand
- Temperature dependence of bod rate constant
- Standard bod test
- Seeded bod test
- Carbonaceous versus nitrogenous oxygen demand
- Limitations of the bod test
- Chemical oxygen demand
- Total organic carbon
- Dilution purification of wastewater streams
- Streeter-phelps equations
- Hardness in water
- Hardness removal
- Ph and poh
- Calculation of ph for weak and strong acids
- Equilibrium constant, dissociation, and ph
- Alkalinity
- Analysis of solids data
- Toxicity
- 306. Water and wastewater treatment
- Total maximum daily load (tmdl)
- National pollutant discharge elimination system
- Municipal separate storm sewer system (ms4)
- Water quality?based effluent limits (wqbel)
- Wastewater flow rates for various sources
- Municipal wastewater treatment
- Lift stations
- Reactors used for wastewater treatment
- Reaction kinetics and reactor hydraulics
- Physical unit operations in wastewater treatment
- Screening
- Mixing and flocculation
- Settling of particles
- Settling column data?analysis
- Grit removal
- Primary sedimentation tanks
- Absorption versus adsorption
- Chemical processes for wastewater treatment
- Chemical neutralization
- Log inactivation
- Biological wastewater treatment
- Bacterial biochemistry
- Aerobic versus anaerobic biological treatment
- Population growth of bacteria
- Hydraulic detention time
- Indicator organisms
- Identification, isolation, and enumeration of bacteria
- Activated sludge process
- Mass balance for a closed system boundary
- Sludge bulking
- Completely mixed aerated lagoons
- Rotating biological contactors
- Trickling filters
- Nutrient removal from wastewater streams
- Biological nitrification and denitrification
- 401. Capacity analysis
- Transportation planning
- Trip generation
- Gravity model for trip distribution
- Modal split by the logit model
- Travel speed
- Design traffic volume
- Speed-volume-density relationships
- Time-mean speed versus space-mean speed
- Speed-volume-density models
- Shockwave in traffic stream
- Queueing theory?m/m/1 queue
- Constant acceleration and deceleration
- Level of service for transit facilities
- Choice to use public transit
- Parking facilities
- 402. Highway safety
- Postimpact behavior of vehicles
- Design of crash cushions
- Accident rates
- Accident countermeasures
- Clear zone
- 403. Sight distance
- Aashto recommendations
- Acceleration and deceleration
- Sight distance on vertical curves
- Horizontal curves
- Decision sight distance
- Passing sight distance
- 404. Highway curves
- Elements of surveying
- Horizontal curves
- Horizontal curve layout?by deflection angle
- Horizontal curve layout?by chord offset
- Horizontal curve layout?by tangent offset
- Offtracking and pavement widening
- Turning roadways at intersections
- Compound curves
- Vertical curves
- Parabolic curve to pass through a given point
- Unsymmetrical vertical curves
- Spiral curves
- 405. Superelevation
- Forces acting on a turning vehicle
- Maximum superelevation rates
- Coefficient of side friction
- Distribution of e and f over a range of curves
- Transition to superelevation
- Maximum gradient for superelevation runoff
- Spiral curves
- 406. Freeways
- Level of service
- Default values of parameters
- Free-flow speed
- Flow rate
- Peak-hour factor
- Heavy vehicle factor
- Driver population factor
- Determining level of service
- Weaving.
- 407. Multilane highways
- Level of service
- Default values of parameters
- Free-flow speed
- Flow rate
- Peak-hour factor
- Heavy vehicle factor
- Driver population factor
- Determining level of service
- Urban streets
- 408. Two-lane highways
- General
- Classification of two-lane highways
- Level of service
- Methodology for class i two-lane highways
- Methodology for class ii two-lane highways
- Methodology for class iii two-lane highways
- 409. Signalization warrants
- Warrant 1?eight-hour vehicular volume
- Warrant 2?four-hour vehicular volume
- Warrant 3?peak-hour volume
- Warrant 4?pedestrian volume
- Warrant 5?school crossing
- Warrant 6?coordinated signal system
- Warrant 7?crash experience
- Warrant 8?roadway network
- Warrant 9?signalization of an intersection near a grade crossing
- 410. Intersections
- General
- Level of service
- Sight distance at intersections
- Critical gap
- Criteria for installing multiway stop control (mutcd)
- Geometric characteristics of intersections
- Capacity and level of service at signalized intersections
- Critical lane volumes at an intersection
- Length of storage bay in a dedicated left turn lane
- Storage length at unsignalized intersections
- Auxiliary lanes
- Change and clearance intervals at an intersection
- Effective green time
- Saturation flow rate
- Capacity of a lane group
- Optimal signal cycle length?webster's theory
- Time-space diagram
- Guidelines for pedestrian facilities
- Level of service for pedestrians
- Effective walkway width
- Minimum green time for pedestrians
- Highway interchanges
- Roundabout design
- Provisions of the aashto guide for the planning, design, and operation of pedestrian facilities
- Provisions of the aashto policy on geometric design of highways and streets (green book)
- 411. Design of highway pavements
- Equivalent single axle load
- Flexible pavements
- Stress distribution within the pavement thickness
- Structural number
- Flexible pavement design
- Purposes of compaction
- Asphalt
- Superpave
- Aggregates in asphalt mix
- Hot-mix asphalt-volumetric relationships
- Rigid pavement design
- Mechanistic-empirical pavement design guide (aashto) principles
- Frost action
- 501. Engineering economics
- Types of cash flow
- The year-end accounting convention
- Nonannual compounding
- Engineering economics factors
- Present worth
- Principal in a sinking fund
- Nonannual compounding
- Capitalized cost
- Equivalent uniform annual cost
- Depreciation
- Tax issues
- Bonds
- Break-even analysis
- Benefit-cost analysis
- 502. Probability and statistics
- Probabilistic basis for design
- System reliability
- Normal distribution
- Student's t-distribution
- Binomial distribution
- Quality control
- Lot size and inspection level
- Linear regression
- 503. Project scheduling
- Gantt charts
- Critical path analysis
- Lag information
- Time-cost tradeoff
- Earned value management (evm)
- Project crashing
- Resource leveling
- Machine production
- Production cycle time
- Equipment balancing
- Pert
- 504. Design loads during construction
- Load combinations
- Personnel and vehicle loads (cp)
- Material loads
- Horizontal construction load (ch)
- Form pressure
- Personnel and equipment load reduction (asce 37)
- Operational class of working surfaces
- Importance factor
- Lifting and rigging
- 505. Scaffolding
- Definitions
- Capacity of scaffold components
- Required width of scaffold platforms
- Allowable span and overhang specifications for platforms
- Criteria for supported scaffolds
- Criteria for suspension scaffolds
- Access
- Ramps and walkways
- Clearance between scaffolds and power lines
- Fall protection
- Protection from falling objects
- Specifications for guardrails
- Examples of scaffolds.
- 506. Formwork for concrete
- Terminology
- General
- Materials
- Causes of formwork failure
- Shoring/reshoring of concrete multistory buildings
- Design loads on concrete formwork
- Lateral pressure from fresh concrete
- Modifications to form pressure
- Formwork components
- Concrete maturity
- Nurse-saul function
- Mass concrete
- Guidelines for form removal
- Labor costs for forming
- Falsework
- Slipforming
- 507. Excavations
- Site layout and control
- Terminology
- Classification of soil and rock deposits
- Maximum allowable slopes
- Underpinning
- 508. Erosion control
- General
- Storm water discharge permits
- Pollution prevention plan
- Storm water management
- Energy dissipaters
- Natural methods of erosion control
- Structural methods of erosion control
- 509. Occupational safety
- Osha regulations for construction projects
- Rules of construction
- Personal protective equipment (ppe)
- Emergency response
- Toilets
- Noise exposure
- Light exposure
- Signs, signals, and barricades
- Fall protection
- Bracing of masonry walls
- Steel erection
- 510. Quantity estimating
- Quantity estimation for excavations
- A. End-of-chapter practice problems
- Chapter 101: strength of materials
- Chapter 102: statically determinate structures
- Chapter 103: introduction to indeterminate structures
- Chapter 104: concrete fundamentals
- Chapter 105: reinforced concrete beams
- Chapter 106: reinforced concrete slabs
- Chapter 107: reinforced concrete columns
- Chapter 108: prestressed concrete
- Chapter 109: steel tension members
- Chapter 110: steel compression members
- Chapter 111: steel beams
- Chapter 112: bolted and welded connections
- Chapter 113: bridge design (aashto lrfd)
- Chapter 114: timber design
- Chapter 115: masonry design
- Chapter 201: phase relationships for soils
- Chapter 202: soil sampling and testing
- Chapter 203: soil classification
- Chapter 204: vertical stress increase at depth
- Chapter 205: flow through porous media
- Chapter 206: shallow foundations
- Chapter 207: deep foundations
- Chapter 208: retaining walls
- Chapter 209: support of excavation
- Chapter 210: slope stability
- Chapter 211: seismic topics in geotechnical engineering
- Chapter 212: earthwork
- Chapter 301: basic fluid mechanics
- Chapter 302: closed conduit hydraulics
- Chapter 303: open channel hydraulics
- Chapter 304: hydrology
- Chapter 305: water supply quantity and quality
- Chapter 306: water and wastewater treatment
- Chapter 401: capacity analysis
- Chapter 402: highway safety
- Chapter 403: sight distance
- Chapter 404: highway curves
- Chapter 405: superelevation
- Chapter 406: freeways
- Chapter 407: multilane highways
- Chapter 408: two-lane highways
- Chapter 409: signalization warrants
- Chapter 410: intersections
- Chapter 411: design of highway pavements
- Chapter 501: engineering economics
- Chapter 502: probability and statistics
- Chapter 503: project scheduling
- Chapter 504: design loads during construction
- Chapter 505: scaffolding
- Chapter 506: formwork for concrete
- Chapter 507: excavations
- Chapter 508: erosion control
- Chapter 509: occupational safety
- B. Solutions to end-of-chapter practice problems
- Chapter 101: strength of materials
- Chapter 102: statically determinate structures
- Chapter 103: introduction to indeterminate structures
- Chapter 104: concrete fundamentals.
- Chapter 105: reinforced concrete beams
- Chapter 106: reinforced concrete slabs
- Chapter 107: reinforced concrete columns
- Chapter 108: prestressed concrete
- Chapter 109: steel tension members
- Chapter 110: steel compression members
- Chapter 111: steel beams
- Chapter 112: bolted and welded connections
- Chapter 113: bridge design (aashto lrfd)
- Chapter 114: timber design
- Chapter 115: masonry design
- Chapter 201: phase relationships for soils
- Chapter 202: soil sampling and testing
- Chapter 203: soil classification
- Chapter 204: vertical stress increase at depth
- Chapter 205: flow through porous media
- Chapter 206: shallow foundations
- Chapter 207: deep foundations
- Chapter 208: retaining walls
- Chapter 209: support of excavation
- Chapter 210: slope stability
- Chapter 211: seismic topics in geotechnical engineering
- Chapter 212: earthwork
- Chapter 301: basic fluid mechanics
- Chapter 302: closed conduit hydraulics
- Chapter 303: open channel hydraulics
- Chapter 304: hydrology
- Chapter 305: water supply quantity and quality
- Chapter 306: water and wastewater treatment
- Chapter 401: capacity analysis
- Chapter 402: highway safety
- Chapter 403: sight distance
- Chapter 404: highway curves
- Chapter 405: superelevation
- Chapter 406: freeways
- Chapter 407: multilane highways
- Chapter 408: two-lane highways
- Chapter 409: signalization warrants
- Chapter 410: intersections
- Chapter 411: design of highway pavements
- Chapter 501: engineering economics
- Chapter 502: probability and statistics
- Chapter 503: project scheduling
- Chapter 504: design loads during construction
- Chapter 505: scaffolding
- Chapter 506: formwork for concrete
- Chapter 507: excavations
- Chapter 508: erosion control
- Chapter 509: occupational safety
- B. Solutions to end-of-chapter practice problems
- Chapter 101: strength of materials
- Chapter 102: statically determinate structures
- Chapter 103: introduction to indeterminate structures
- Chapter 104: concrete fundamentals
- Chapter 105: reinforced concrete beams
- Chapter 106: reinforced concrete slabs
- Chapter 107: reinforced concrete columns
- Chapter 108: prestressed concrete
- Chapter 109: steel tension members
- Chapter 110: steel compression members
- Chapter 111: steel beams
- Chapter 112: bolted and welded connections
- Chapter 113: bridge design (aashto lrfd)
- Chapter 114: timber design
- Chapter 115: masonry design
- Chapter 201: phase relationships for soils
- Chapter 202: soil sampling and testing
- Chapter 203: soil classification
- Chapter 204: vertical stress increase at depth
- Chapter 205: flow through porous media
- Chapter 206: shallow foundations
- Chapter 207: deep foundations
- Chapter 208: retaining walls
- Chapter 209: support of excavation
- Chapter 210: slope stability
- Chapter 211: seismic topics in geotechnical engineering
- Chapter 212: earthwork
- Chapter 301: basic fluid mechanics
- Chapter 302: closed conduit hydraulics
- Chapter 303: open channel hydraulics
- Chapter 304: hydrology
- Chapter 305: water supply quantity and quality
- Chapter 306: water and wastewater treatment
- Chapter 401: capacity analysis
- Chapter 402: highway safety
- Chapter 403: sight distance
- Chapter 404: highway curves
- Chapter 405: superelevation
- Chapter 406: freeways
- Chapter 407: multilane highways
- Chapter 408: two-lane highways
- Chapter 409: signalization warrants
- Chapter 410: intersections
- Chapter 411: design of highway pavements
- Chapter 501: engineering economics
- Chapter 502: probability and statistics
- Chapter 503: project scheduling
- Chapter 504: design loads during construction
- Chapter 505: scaffolding
- Chapter 506: formwork for concrete
- Chapter 507: excavations
- Chapter 508: erosion control
- Chapter 509: occupational safety.