Forces, Moments and EquilibriumForces on StructuresMeasurement of ForceExternal ForcesResultants and ComponentsMomentsCouplesEquilibriumCo-Planar ForcesConcurrent Force SystemsForces at SupportsStability and DeterminacyParallel Force SystemsInternal ForcesApplication: Concurrent Forces, Hong Kong and Shanghai BankTies and StrutsPressureStressTypes of StressStrain and ElasticityDesign of Tension Elements (Ties)Ties and StrutsApplication: Ties and Struts, Il Grande Bigo Application: Struts and Ties: Kurilpa BridgeLoadings on BuildingsLoadsDead LoadsLive LoadsWind LoadsOther LoadsCalculation of LoadsApplication: Loading, Live LoadsGraphical StaticsVectorsThe Triangle of Forces: Resultants and EquilibrantsBow’s NotationThe Triangle of Forces: Two Unknown ForcesConcurrency of ForcesApplication: Graphical Statics, PatscentrePin-Jointed StructuresPin-Ended MembersGraphical MethodMethod of JointsMethod of SectionsSummaryApplication: Roof Trusses, Menil Collection Museum Application: Pin-jointed Trusses: Raleigh-Durham AirportBracing of BuildingsVertical and Lateral LoadsBasic SystemsBracing OptionsAsymmetryCombined EffectsApplication: Bracing, Osaka International Conference CentreApplication: Bracing: China Central TelevisionShear Force and Bending MomentTermsShear ForceBending MomentBending Moment DiagramsLoad, Shear Force and Bending MomentContraflexureApplication: SFD, BMD, Red CentreProperties of AreaCentre of GravityThe CentroidSecond Moment of AreaTheorem of Parallel AxesCommon Centroid TheoremSection ModulusApplication: Properties of Cross Sections, Sydney Opera HouseApplication: Properties of Cross-Sections: National Stadium, BeijingBending StressesInternal EffectsThe Stress FormulaDeductionsStress VariationMaximum Stress‘Ultimate’ ConditionsApplication: Beams in Bending, Phoenix Central LibraryShear StressesHorizontal and Vertical Shear StressShear Stress FormulaMaximum Shear StressDeductions‘Ultimate’ ConditionsApplication: Design for Shear, Cummins Engine Factory Application: Design for Shear: Serpentine Pavilion 2005DeflectionsGeneral RulesDeflection FormulaSpans and MaterialsDeflection SensitivityDynamicsApplication: Controlling Deflections, Commerzbank HeadquartersDesign of BeamsAnalysis and DesignDesign of a Simple BeamDesign StepsUltimate Strength DesignApplication: Timber Beams, Nottingham University Jubilee CampusApplication: Timber Beams: Druk White Lotus School, LadakhAnswers to WorksheetsAppendix: A First Encounter with StaticsIndex