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Building Design and Construction Handbook, 6th Edition PDF

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BUILDING DESIGN AND CONSTRUCTION HANDBOOK Frederick S. Merritt (Deceased) Editor Jonathan T. Ricketts Editor Sixth Edition McGRAW-HILL NewYork SanFrancisco Washington,D.C. Auckland Bogota´ Caracas Lisbon London Madrid MexicoCity Milan Montreal NewDelhi SanJuan Singapore Sydney Tokyo Toronto LibraryofCongressCataloging-in-PublicationData Buildingdesignandconstructionhandbook / FrederickS.Merritt,editor, JonathanT.Ricketts,editor.—6thed. p. cm. ISBN0-07-041999-X 1. Building—Handbooks,manuals,etc. I. Merritt,FrederickS. II. Ricketts,JonathanT. TH151.B825 2000 690—dc21 00-058388 Copyright(cid:1)2001,1994,1982,1975,1965,1958byTheMcGraw-HillCom- panies, Inc. All rights reserved. Printed in the United States of America. ExceptaspermittedundertheUnitedStatesCopyrightActof1976,nopart of this publication may be reproduced or distributed in any formorby any means,orstoredinadatabaseorretrievalsystem,withoutthepriorwritten permissionofthepublisher. 1 2 3 4 5 6 7 8 9 0 DOC/DOC 0 6 5 4 3 2 1 0 ISBN0-07-041999-X ThesponsoringeditorforthisbookwasLarryS.Hagerandthe productionsupervisorwasSherriSouffrance.ItwassetinTimesRoman byPro-ImageCorporation. PrintedandboundbyR.R.Donnelley&SonsCompany. McGraw-Hillbooksareavailableatspecialquantitydiscountstouseaspre- miumsandsalespromotions,orforuseincorporatetrainingprograms.For moreinformation,pleasewritetotheDirectorofSpecialSales,Professional Publishing,McGraw-Hill,TwoPennPlaza,NewYork,NY10121-2298.Or contactyourlocalbookstore. Thisbookisprintedonacid-freepaper. Information contained in this work has been obtained by The McGraw-HillCompanies,Inc.(‘‘McGraw-Hill’’)fromsourcesbe- lievedtobereliable.However,neitherMcGraw-Hillnoritsauthors guarantee the accuracy or completeness of any information pub- lished herein and neither McGraw-Hill nor its authors shall be responsible for any errors, omissions, or damages arising out of use of this information. This work is published with the under- standing that McGraw-Hill and its authors are supplying infor- mationbutarenotattemptingtorenderengineeringorotherpro- fessional services. If such services are required,the assistanceof anappropriateprofessionalshouldbesought. ABOUT THE EDITORS Frederick S. Merritt (deceased) was a consulting engineer for many years, with experienceinbuildingandbridgedesign,structuralanalysis,andconstructionman- agement.AFellowoftheAmericanSocietyofCivilEngineersandaSeniorMem- ber of ASTM, he was a former senior editor of Engineering News-Record and an author/editor of many books, including McGraw-Hill’s Standard Handbook for CivilEngineersandStructuralSteelDesigner’sHandbook. Jonathan T. Ricketts is a consulting engineer with broad experience in general civilengineeringenvironmentaldesignandconstructionmanagement.Aregistered engineerinseveralstates,heisanactivememberoftheAmericanSocietyofCivil Engineers, the National Society of Professional Engineers, the American Water WorksAssociation,andiscoeditorofMcGraw-Hill’sStandardHandbookforCivil Engineers. CONTENTS Contributors xxi Preface xxiii Section 1 System Fundamentals JonathanT. Ricketts 1.1 1.1 PrinciplesofArchitecture / 1.1 1.2 SystemsDesignandAnalysis / 1.3 1.3 TraditionalDesignProcedures / 1.4 1.4 TraditionalConstructionProcedures / 1.5 1.5 RoleoftheClientinDesignandConstruction / 1.8 1.6 BuildingCosts / 1.8 1.7 MajorBuildingSystems / 1.9 1.8 ValueEngineering / 1.22 1.9 ExecutionofSystemsDesign / 1.29 1.10 BuildingCodes / 1.36 1.11 ZoningCodes / 1.38 1.12 OtherRegulations / 1.40 1.13 SystemsDesignbyTeam / 1.40 1.14 ProjectPeerReview / 1.41 1.15 ApplicationofSystemsDesign / 1.41 Section 2 The BuildingTeam-Managingthe BuildingProcess Alan D. Hinklin 2.1 2.1 ProfessionalandBusinessRequirementsofArchitecturalEngineers / 2.2 2.2 ClientObjectivesforBuildings / 2.2 2.3 ProgramDefinition / 2.4 2.4 OrganizationoftheBuildingTeam / 2.4 2.5 Client-A/EAgreement / 2.6 2.6 A/ELiabilityandInsurance / 2.8 2.7 DefinitionofProjectPhases / 2.10 2.8 SchedulingandPersonnelAssignments / 2.11 2.9 AcceleratedDesignandConstruction / 2.12 2.10 DesignManagement / 2.13 2.11 InternalRecordKeeping / 2.14 2.12 CodesandRegulations / 2.14 2.13 Permits / 2.15 2.14 EnergyConservation / 2.16 2.15 TheInteriorEnvironment / 2.16 2.16 CostEstimatingandValueEngineering / 2.18 2.17 TechnicalSpecifications / 2.18 2.18 UpfrontDocuments / 2.22 2.19 QualityControlforArchitectsandEngineers / 2.23 2.20 BiddingandContractAward / 2.24 2.21 ConstructionScheduling / 2.24 2.22 ShopDrawingReview / 2.25 v vi CONTENTS 2.23 RoleofArchitectorEngineerDuringConstruction / 2.26 2.24 TestingandBalancingofBuildingSystems / 2.29 2.25 PostconstructionOperationandMaintenance / 2.29 2.26 RecordDrawings / 2.30 2.27 Follow-UpInterviews / 2.30 2.28 ManagementofDisputes / 2.30 2.29 ProfessionalEthics / 2.31 Section 3 Protectionagainst Hazards DavidW. Mock 3.1 3.1 RiskManagement / 3.1 3.2 WindProtection / 3.3 3.3 ProtectionagainstEarthquakes / 3.11 3.4 ProtectionagainstWater / 3.15 3.5 ProtectionagainstFire / 3.28 3.6 LightningProtection / 3.48 3.7 ProtectionagainstIntruders / 3.50 Section 4 BuildingMaterials DavidJ. Akers 4.1 CEMENTITIOUSMATERIALS 4.1 TypesofCementitiousMaterials / 4.1 4.2 PortlandCements / 4.2 4.3 AluminousCements / 4.5 4.4 NaturalCements / 4.6 4.5 Limes / 4.6 4.6 Low-TemperatureGypsumDerivatives / 4.8 4.7 OxychlorideCements / 4.9 4.8 MasonryCements / 4.9 4.9 FlyAshes / 4.9 4.10 SilicaFume(Microsilica) / 4.10 AGGREGATES 4.11 Normal-WeightAggregates / 4.11 4.12 HeavyweightandLightweightAggregates / 4.14 ADMIXTURESFORCONCRETE 4.13 ChemicalandMineralAdmixtures / 4.14 4.14 FibersforConcreteMixes / 4.18 4.15 MiscellaneousAdmixtures / 4.19 MORTARSANDCONCRETES 4.16 Mortars / 4.19 4.17 Portland-CementConcrete / 4.21 4.18 PolymerConcretes / 4.26 4.19 ConcreteMasonryUnits / 4.27 BURNED-CLAYUNITS 4.20 Brick-ClayorShale / 4.28 4.21 StructuralClayTile / 4.30 4.22 CeramicTiles / 4.32 4.23 ArchitecturalTerraCotta / 4.32 BUILDINGSTONES 4.24 PropertiesofBuildingStones / 4.32 4.25 FreezingandThawingofStone / 4.35 CONTENTS vii GYPSUMPRODUCTS 4.26 Gypsumboard / 4.35 4.27 GypsumLath / 4.37 4.28 GypsumSheathingBoard / 4.37 4.29 GypsumPartitionTileorBlock / 4.37 4.30 GypsumPlank / 4.37 GLASSANDGLASSBLOCK 4.31 WindowGlass / 4.38 4.32 GlassBlock / 4.40 WOOD 4.33 MechanicalPropertiesofWood / 4.44 4.34 EffectsofHygroscopicPropertiesofWood / 4.44 4.35 CommercialGradesofWood / 4.46 4.36 DestroyersandPreservatives / 4.48 4.37 GluesandAdhesivesforWood / 4.50 4.38 PlywoodandOtherFabricatedWoodBoards / 4.51 4.39 WoodBibliography / 4.52 STEELANDSTEELALLOYS 4.40 TypesofIronsandSteels / 4.52 4.41 PropertiesofStructuralSteels / 4.58 4.42 HeatTreatmentandHardeningofSteels / 4.61 4.43 EffectsofGrainSize / 4.62 4.44 SteelAlloys / 4.62 4.45 WeldingFerrousMaterials / 4.68 4.46 EffectsofSteelProductionMethods / 4.70 4.47 EffectsofHotRolling / 4.72 4.48 EffectsofPunchingandShearing / 4.73 4.49 CorrosionofIronandSteel / 4.74 4.50 SteelandSteelAlloyBibliography / 4.75 ALUMINUMANDALUMINUM-BASEDALLOYS 4.51 Aluminum-AlloyDesignations / 4.75 4.52 FinishesforAluminum / 4.76 4.53 StructuralAluminum / 4.76 4.54 WeldingandBrazingofAluminum / 4.77 4.55 BoltedandRivetedAluminumConnections / 4.79 4.56 PreventionofCorrosionofAluminum / 4.79 4.57 AluminumBibliography / 4.80 COPPERANDCOPPER-BASEDALLOYS 4.58 Copper / 4.80 4.59 Brass / 4.81 4.60 NickelSilvers / 4.82 4.61 Cupronickel / 4.83 4.62 Bronze / 4.83 4.63 CopperBibliography / 4.84 LEADANDLEAD-BASEDALLOYS 4.64 ApplicationsofLead / 4.84 4.65 LeadBibliography / 4.85 NICKELANDNICKEL-BASEDALLOYS 4.66 PropertiesofNickelandItsAlloys / 4.85 4.67 NickelBibliography / 4.86 PLASTICS 4.68 GeneralPropertiesofPlastics / 4.86 4.69 FillersandPlasticizers / 4.87 4.70 MoldingandFabricatingMethodsforPlastics / 4.87 viii CONTENTS 4.71 ThermosettingPlastics / 4.88 4.72 ThermoplasticResins / 4.90 4.73 Elastomers,orSyntheticRubbers / 4.92 COMBINATIONOFPLASTICSANDOTHERMATERIALS 4.74 High-PressureLaminates / 4.93 4.75 ReinforcedPlastics / 4.93 4.76 LaminatedRubber / 4.94 4.77 PlasticsBibliography / 4.95 PORCELAIN-ENAMELEDPRODUCTS 4.78 PorcelainEnamelonMetal / 4.96 4.79 PorcelainBibliography / 4.96 ASPHALTANDBITUMINOUSPRODUCTS 4.80 AsphaltsforDampproofingandWaterproofing / 4.97 4.81 BituminousRoofing / 4.97 4.82 AsphaltShingles / 4.98 4.83 AsphaltMasticsandGrouts / 4.99 4.84 BituminousPavements / 4.99 4.85 AsphaltBibliography / 4.99 JOINTSEALS 4.86 CalkingCompounds / 4.100 4.87 Sealants / 4.100 4.88 Gaskets / 4.101 4.89 JointSealsBibliography / 4.101 PAINTSANDOTHERCOATINGS 4.90 VehiclesorBinders / 4.102 4.91 PigmentsforPaints / 4.103 4.92 ResinsforPaints / 4.104 4.93 CoatingsBibliography / 4.105 Section 5 Structural Theory AkbarTamboli,Michael Xing, and MohsinAhmed 5.1 5.1 DesignLoads / 5.2 5.2 StressandStrain / 5.17 5.3 StressesataPoint / 5.24 5.4 Torsion / 5.28 5.5 StraightBeams / 5.30 5.6 CurvedBeams / 5.52 5.7 BucklingofColumns / 5.58 5.8 Graphic-StaticsFundamentals / 5.62 5.9 RoofTrusses / 5.63 5.10 GeneralToolsforStructuralAnalysis / 5.67 5.11 ContinuousBeamsandFrames / 5.78 5.12 LoadDistributiontoBentsandShearWalls / 5.101 5.13 Finite-ElementMethods / 5.110 5.14 StressesinArches / 5.115 5.15 Thin-ShellStructures / 5.119 5.16 Cable-SupportedStructures / 5.128 5.17 Air-StabilizedStructures / 5.138 5.18 StructuralDynamics / 5.140 5.19 EarthquakeLoads / 5.162 5.20 FloorVibrations / 5.183 5.21 WissandParmeleeRatingFactorforTransientVibrations / 5.185 5.22 Reiher-MeisterScaleforSteady-StateVibrations / 5.186 5.23 MurrayCriterionforWalkingVibrations / 5.188 CONTENTS ix Section 6 Soil Mechanicsand Foundations RobertW. Day 6.1 6.1 Introduction / 6.1 6.2 FieldExploration / 6.3 6.3 LaboratoryTesting / 6.23 6.4 EffectiveStressandStressDistribution / 6.43 6.5 SettlementAnalyses / 6.50 6.6 BearingCapacityAnalyses / 6.61 6.7 RetainingWalls / 6.76 6.8 Foundations / 6.88 6.9 FoundationExcavations / 6.96 6.10 GradingandOtherSiteImprovementMethods / 6.97 6.11 Geosynthetics / 6.115 Section 7 Structural Steel Construction BruceGlidden 7.1 7.1 CodesandSpecifications / 7.2 7.2 MillMaterials / 7.2 7.3 Fasteners / 7.8 7.4 Fabrication / 7.17 7.5 QualityAssurance / 7.17 STRUCTURALFRAMINGSYSTEMS 7.6 WallBearingFraming / 7.18 7.7 SkeletonFraming / 7.20 7.8 Long-SpanFraming / 7.22 7.9 SteelandConcreteFraming / 7.29 BRACINGSYSTEMS 7.10 BracingDesignConsiderations / 7.30 7.11 FrameBracing / 7.31 7.12 BracingforIndividualMembers / 7.36 FLOORANDROOFSYSTEMS 7.13 Floor-FramingDesignConsiderations / 7.39 7.14 RoofFramingSystems / 7.44 DESIGNOFMEMBERS 7.15 BasesforASDandLRFD / 7.44 7.16 DesignAidsandReferences / 7.45 7.17 ServiceabilityCriteria / 7.47 7.18 TensionMembers / 7.49 7.19 ColumnsandOtherCompressionMembers / 7.50 7.20 BeamsandOtherFlexuralMembers / 7.57 7.21 PlateGirders / 7.67 7.22 WeborFlangeLoad-BearingStiffeners / 7.76 7.23 Bearing / 7.79 7.24 CombinedAxialCompressionandBending / 7.80 7.25 CombinedAxialTensionandBending / 7.82 7.26 CompositeConstruction / 7.83 7.27 MembersSubjecttoTorsion / 7.89 7.28 MembersSubjecttoCyclicLoading / 7.90 DESIGNOFCONNECTIONS 7.29 CombinationsofFasteners / 7.91 7.30 LoadCapacityofBolts / 7.91 7.31 LoadCapacityofWelds / 7.93 7.32 Bearing-TypeBoltedConnections / 7.96 7.33 Slip-CriticalBoltedConnections / 7.100 7.34 EccentricallyLoadedWeldedConnections / 7.101 x CONTENTS 7.35 TypesofBeamConnections / 7.103 7.36 BeamsSplices / 7.113 7.37 ColumnSplices / 7.114 STEELERECTION 7.38 ErectionEquipment / 7.117 7.39 ClearanceforErectingBeams / 7.117 7.40 ErectionSequence / 7.119 7.41 Field-WeldingProcedures / 7.120 7.42 ErectionTolerances / 7.121 7.43 AdjustingLintels / 7.123 CORROSIONPROTECTION 7.44 CorrosionofSteel / 7.124 7.45 PaintingSteelStructures / 7.125 7.46 PaintSystems / 7.125 7.47 Field-PaintingSteel / 7.126 7.48 SteelinContactwithConcrete / 7.127 FIREPROTECTIONOFSTRUCTURALSTEEL 7.49 EffectofHeatonSteel / 7.129 7.50 FireProtectionofExterior / 7.129 7.51 MaterialsforImprovingFireResistance / 7.130 7.52 PiercedCeilingsandFloors / 7.131 7.53 Fire-ResistanceRatings / 7.133 7.54 Bibliography / 7.134 Section 8 Cold-FormedSteel Construction DonS. Wolford and Wei-Wen Yu 8.1 COLD-FORMEDSHAPES 8.1 MaterialforCold-FormedSteelShapes / 8.2 8.2 UtilizationofColdWorkofForming / 8.7 8.3 TypesofCold-FormedShapes / 8.8 DESIGNPRINCIPLESFORCOLD-FORMEDSTEELSHAPES 8.4 SomeBasicConceptsofCold-FormedSteelDesign / 8.10 8.5 StructuralBehaviorofFlatCompressionElements / 8.14 8.6 UnstiffenedCold-FormedElementsSubjecttoLocalBuckling / 8.17 8.7 StiffenedCold-FormedElementsSubjecttoLocalBuckling / 8.17 8.8 ApplicationofEffectiveWidths / 8.21 8.9 MaximumFlat-WidthRatiosofCold-FormedSteel / 8.22 8.10 UnitStressesforCold-FormedSteel / 8.22 8.11 LaterallyUnsupportedCold-FormedBeams / 8.22 8.12 AllowableShearStrengthinWebs / 8.23 8.13 ConcentricallyLoadedCompressionMembers / 8.23 8.14 CombinedAxialandBendingStresses / 8.25 JOININGOFCOLD-FORMEDSTEEL 8.15 WeldingofCold-FormedSteel / 8.25 8.16 ArcWeldingofCold-FormedSteel / 8.26 8.17 ResistanceWeldingofCold-FormedSteel / 8.31 8.18 BoltingofCold-FormedSteelMembers / 8.33 8.19 Self-TappingScrewsforJoiningSheetSteelComponents / 8.40 8.20 SpecialFastenersforCold-FormedSteel / 8.41 COLD-FORMEDSTEELFLOOR,ROOF,ANDWALLCONSTRUCTION 8.21 SteelRoofDeck / 8.42

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