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Book Cover
E-book
Author Goswami, Indranil, author.

Title Civil engineering PE exam guide : breadth and depth / Indranil Goswami
Edition 2nd ed
Published New York : McGraw-Hill, [2012]
Online access available from:
AccessEngineering    View Resource Record  

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Description 1 online resource (xlii, 1,106 pages) : illustrations
Series All-in-one
McGraw-Hill's AccessEngineering
All-in-one (Series)
McGraw-Hill's AccessEngineering.
Contents 880-01 109. 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
880-01 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 (σ) and shear stress (τ) 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
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
Summary "The most complete, up-to-date civil engineering PE exam guide. Ace the civil engineering PE exam on the first try! Fully revised for compliance with the new PE Civil syllabus, new specifications, and the latest design standards, Civil Engineering PE All-in- One Exam Guide, Second Edition, covers all the material included on the Principles and Practice of Civil Engineering (PE Civil) exam, given by the National Council of Examiners for Engineering and Surveying (NCEES). Featuring more than 200 pages of new material, this edition includes a new chapter on highway pavement design. This authoritative volume is presented in the Breadth and Depth format of the actual exam and contains equations, diagrams, exam preparation strategies, and more than 150 end-of-chapter practice questions with solutions. Designed to help you pass the exam with ease, this detailed, comprehensive resource also serves as an essential on-the-job reference."
Notes "Covers all the material on the Principles and practice of civil engineering (PE Civil) exam"--Cover
"Revised for compliance with the new PE Civil syllabus, new specifications, and the latest design standards"--Cover
Print version ©2012
Cover image viewed on Feb. 26, 2013
Subject Civil engineering -- Examinations -- Study guides
Civil engineers -- Certification -- United States -- Study guides
Concrete beams -- Examinations -- Study guides
Industrial safety -- Law and legislation -- United States.
Reinforced concrete -- Examinations -- Study guides
Roads -- Design and construction -- Examinations -- Study guides
Rock mechanics -- Examinations -- Study guides
Soil mechanics -- Examinations -- Study guides
Strength of materials -- Examinations -- Study guides
Structural analysis (Engineering) -- Examinations -- Study guides
Civil engineering -- Examinations.
Industrial safety -- Law and legislation.
United States.
Genre/Form Study guides.
Study guides.
Form Electronic book
ISBN 0071787720
9780071787727
Other Titles Online index title: Civil engineering all-in-one PE exam guide: breadth and depth