AISC P700:2002
AISC P700:2002 Guide To Design Criteria For Bolted And Riveted Joints Describes the various theories of design, strength, and performance criteria of mechanically fastened joints and also reviews their historical development.
Table of Contents
1Introduction1.1PurposeandScope
1.2HistoricalNotes
1.3TypesandMechanicalPropertiesofStructural
Fasteners
2GeneralProvisions
2.1StructuralSteels
2.2TypesofConnections
2.3Loads
2.4FactorofSafety-LoadFactorDesign
2.5BoltedandRivetedShearSplices
2.6Fatigue
2.7Fracture
3Rivets
3.1RivetTypes
3.2InstallationofRivets
3.3BehaviorofIndividualFasteners
3.4BasisforDesignRecommendations
4Bolts
4.1BoltTypes
4.2BehaviorofIndividualFasteners
4.3InstallationofHigh-StrengthBolts
4.4Relaxation
4.5ReuseofHigh-StrengthBolts
4.6GalvanizedBoltsandNuts
4.7UseofWashers
4.8CorrosionandEmbrittlement
4.9EffectofNutStrength
4.10BasisforDesignRecommendations
5SymmetricButtSplices
5.1JointBehavioruptoSlip
5.2JointBehaviorAfterMajorSlip
5.3JointBehaviorUnderRepeatedLoading
5.4DesignRecommendations
6Truss-TypeConnections
6.1Introduction,
6.2BehaviorofTruss-TypeConnections
6.3DesignRecommendations
7ShingleJoints
7.1Introduction
7.2BehaviorofShingleJoints
7.3JointStiffness
7.4LoadPartitionandUltimateStrength
7.5EffectofJointGeometry
7.6DesignRecommendations
8LapJoints
8.1Introduction
8.2BehaviorofLapJoints
8.3DesignRecommendations
9OversizeandSlottedHoles
9.1Introduction
9.2EffectofHoleSizeonBoltTensionand
Installation
9.3JointBehavior
9.4DesignRecommendations
10FillerPlatesbetweenSurfaces
10.1Introduction
10.2TypesofFillerPlatesandLoadTransfer
10.3DesignRecommendations
11AlignmentofHoles
11.1Introduction
11.2BehaviorofJointswithMisalignedHoles
11.3DesignRecommendations
12SurfaceCoatings
12.1Introduction
12.2EffectofTypeofCoatingonShort-Duration
SlipResistance
12.3JointBehaviorUnderSustainedLoading
12.4JointBehaviorUnderRepeatedLoading
12.5DesignRecommendations
13EccentricallyLoadedJoints
13.1Introduction
13.2BehaviorofaFastenerGroupUnderEccentric
Loading
13.3AnalysisofEccentricallyLoadedFastener
Groups
13.4ComparisonofAnalyticalandExperimental
Results
13.5DesignRecommendations
14CombinationJoints
14.1Introduction
14.2BehaviorofCombinationJointsThatShareLoad
onaCommonShearPlane
14.3DesignRecommendations
15GussetPlates
15.1Introduction
15.2MethodofAnalysisandExperimentalWorkon
GussetPlates
15.3DesignRecommendations
16BeamandGirderSplices
16.1Introduction
16.2TypesandBehaviorofBeam-GirderSplices
16.3DesignRecommendations
17Tension-TypeConnections
17.1Introduction
17.2SingleFastenersinTension
17.3BoltGroupsLoadedinTension-PryingAction
17.4RepeatedLoadingofTension-TypeConnections
17.5AnalysisofPryingAction
17.6DesignRecommendations
18Beam-to-ColumnConnections
18.1Introduction
18.2ClassificationofBeam-to-ColumnConnections
18.3BehaviorofBeam-to-ColumnConnections
18.4StiffenerRequirementsforBoltedBeam-to-Column
Connections
18.5DesignRecommendations
AuthorIndex
SubjectIndex