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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: Chapter 1 Structural Analysis and Design --
chapter 2 Material and Section Properties --
chapter 3 Pin-Jointed Frames --
chapter 4 Beams --
chapter 5 Rigid-Jointed Frames --
chapter 6 Buckling Instability --
chapter 7 Direct Stiffness Method --
chapter 8 Plastic Analysis --
chapter 9 Influence Lines for Beams --
chapter 10 Approximate Methods of Analysis.
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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