Fundamentals of structural analysis / Kenneth M. Leet, Chia-Ming Uang, Anne M. Gilbert.

By: Leet, KennethContributor(s): Uang, Chia-Ming | Gilbert, Anne MMaterial type: TextTextPublisher: New York, NY : McGraw-Hill, c2011Edition: 4th edDescription: xx, 787 p. : ill. ; 24 cmISBN: 9780073401096 (hbk. : alk. paper); 0073401099 (hbk. : alk. paper)Subject(s): Structural analysis (Engineering)DDC classification: 624.1/71 LOC classification: TA645 | .L34 2011Online resources: Contributor biographical information | Publisher description | Table of contents only
Contents:
Introduction -- Design Loads -- Statics of Structures-Reactions -- Trusses -- Beams and Frames -- Cables -- Arches -- Live Load Forces: Influence Lines for Determinate Structures -- Deflections of Beams and Frames -- Work-Energy Methods for Computing Deflections -- Analysis of Indeterminate Structures (by the Flexibility Method -- Analysis of Indeterminate Beams and Frames by the Slope-Deflection Method -- Moment Distribution -- Indeterminate Structures: Influence Lines -- Approximate Analysis of Indeterminate Structures -- Introduction to the General Stiffness Method -- Matrix Analysis of Trusses by the Direct Stiffness Method -- Matrix Analysis of Beams and Frames by the Direct Stiffness Method)
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TA645 .L34 2011 (Browse shelf (Opens below)) 1 Available STACKS 51952000068150

Includes index.

Introduction -- Design Loads -- Statics of Structures-Reactions -- Trusses -- Beams and Frames -- Cables -- Arches -- Live Load Forces: Influence Lines for Determinate Structures -- Deflections of Beams and Frames -- Work-Energy Methods for Computing Deflections -- Analysis of Indeterminate Structures (by the Flexibility Method -- Analysis of Indeterminate Beams and Frames by the Slope-Deflection Method -- Moment Distribution -- Indeterminate Structures: Influence Lines -- Approximate Analysis of Indeterminate Structures -- Introduction to the General Stiffness Method -- Matrix Analysis of Trusses by the Direct Stiffness Method -- Matrix Analysis of Beams and Frames by the Direct Stiffness Method)

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