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Examples in structural analysis

Author: W M C McKenzie
Publisher: Boca Raton : Taylor & Francis/CRC, [2014]
Edition/Format:   eBook : Document : English : Second editionView all editions and formats
Summary:
Structural Analysis and DesignIntroductionEquilibriumMathematical ModellingStructural LoadingStatical IndeterminacyStructural Degrees-of-FreedomMaterial and Section PropertiesIntroductionElastic Cross-Section PropertiesPlastic Cross-Section PropertiesExample 2.1: Plastic Cross-section Properties - Section 1Problems: Plastic Cross-section PropertiesSolutions: Plastic Cross-section PropertiesPin-Jointed  Read more...
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Additional Physical Format: Print version:
McKenzie, W. M. C. (William M. C.).
Examples in structural analysis.
Boca Raton : Taylor & Francis/CRC, [2014]
(DLC) 2013039519
Material Type: Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: W M C McKenzie
ISBN: 9781466595279 1466595272
OCLC Number: 953567337
Notes: "A SPON book"--Cover.
Includes index.
Description: 1 online resource
Contents: Structural Analysis and DesignIntroductionEquilibriumMathematical ModellingStructural LoadingStatical IndeterminacyStructural Degrees-of-FreedomMaterial and Section PropertiesIntroductionElastic Cross-Section PropertiesPlastic Cross-Section PropertiesExample 2.1: Plastic Cross-section Properties - Section 1Problems: Plastic Cross-section PropertiesSolutions: Plastic Cross-section PropertiesPin-Jointed FramesIntroductionMethod of SectionsMethod of Joint ResolutionMethod of Tension CoefficientsUnit Load for DeflectionUnit Load Method for Singly-Redundant Pin-Jointed FramesBeamsStatically Determinate BeamsMcCaulay's Method for the Deflection of BeamsEquivalent Uniformly Distributed Load Method for the Deflection of BeamsThe Principle of SuperpositionUnit Load for Deflection of BeamsStatically Indeterminate BeamsMoment Distribution Method for Multi-Redundant BeamsRedistribution of MomentsShear Force and Bending Moment EnvelopesRigid-Jointed FramesRigid-Jointed FramesUnit Load Method for Singly-Redundant, Rigid-Jointed FramesMoment Distribution for No-Sway, Rigid-Jointed FramesMoment Distribution for Rigid-Jointed Frames with SwayBuckling InstabilityIntroductionSecondary StressesCritical StressPerry-Robertson FormulaEuropean Column CurvesExample 6.1: SlendernessExample 6.2: Rolled Universal Column SectionExample 6.3: Compound Column SectionBuilt-up Compression MembersExample 6.4: Laced Built-up ColumnProblems: Buckling InstabilitySolutions: Buckling InstabilityDirect Stiffness MethodDirect Stiffness Method of AnalysisElement Stiffness MatrixStructural Stiffness MatrixStructural Load VectorStructural Displacement VectorElement Displacement VectorElement Force VectorExample 7.1: Two-span BeamExample 7.2: Rigid-Jointed FrameProblems: Direct Stiffness MethodSolutions: Direct Stiffness MethodPlastic AnalysisIntroductionStatic Method for Continuous BeamsKinematic Method for Continuous BeamsProblems: Plastic Analysis - Continuous BeamsSolutions: Plastic Analysis - Continuous BeamsRigid-Jointed FramesProblems: Plastic Analysis - Rigid-Jointed Frames Solutions: Plastic Analysis - Rigid-Jointed Frames Example 8.6: Joint MechanismProblems: Plastic Analysis - Rigid-Jointed Frames Solutions: Plastic Analysis - Rigid-Jointed Frames Gable MechanismInstantaneous Centre of RotationExample 8.7: Pitched Roof FrameProblems: Plastic Analysis ï ­ Rigid-Jointed Frames Solutions: Plastic Analysis ï ­ Rigid-Jointed Frames Influence Lines for BeamsIntroductionExample 9.1: Influence Lines for a Simply Supported BeamMuller-Breslau Principle for the Influence Lines for BeamsInfluence Lines for a Statically Determinate BeamExample 9.3: Influence Line for a Statically Indeterminate BeamThe use of Influence LinesExample 9.6: Evaluation of Functions for a Statically Indeterminate BeamTrain of LoadsProblems: Influence Lines for BeamsSolutions: Influence Lines for BeamsApproximate Methods of AnalysisIntroductionExample 10.1 - Statically Indeterminate Pin-jointed Plane Frame Example 10.2 - Statically Indeterminate Pin-jointed Plane Frame Example 10.3 - Statically Indeterminate Single-span BeamExample 10.4 - Multi-span BeamRigid-jointed Frames Subjected to Vertical LoadsMulti-storey, Rigid-jointed Frames Subjected to Horizontal LoadsAppendicesIndex
Responsibility: William M.C. McKenzie.

Abstract:

Structural Analysis and DesignIntroductionEquilibriumMathematical ModellingStructural LoadingStatical IndeterminacyStructural Degrees-of-FreedomMaterial and Section PropertiesIntroductionElastic Cross-Section PropertiesPlastic Cross-Section PropertiesExample 2.1: Plastic Cross-section Properties - Section 1Problems: Plastic Cross-section PropertiesSolutions: Plastic Cross-section PropertiesPin-Jointed FramesIntroductionMethod of SectionsMethod of Joint ResolutionMethod of Tension CoefficientsUnit Load for DeflectionUnit Load Method for Singly-Redundant Pin-Jointed FramesBeamsStatically Determi.

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