Fundamentals of structural analysis / Kenneth Leet, Chia-ming Uang and Anne M. Gilbert.
Material type:
- 73132950
- TA 645 .L44 2008

Item type | Current library | Home library | Collection | Call number | Copy number | Status | Date due | Barcode | |
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National University - Manila | LRC - Main General Circulation | Gen. Ed. - COE | GC TA 645 .L44 2008 c.1 (Browse shelf(Opens below)) | c.1 | Available | NULIB000000502 | ||
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National University - Manila | LRC - Main General Circulation | Gen. Ed. - COE | GC TA 645 .L44 2008 c.2 (Browse shelf(Opens below)) | c.2 | Available | NULIB000010883 |
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GC TA 545 .M33 1999 Surveying / | GC TA 545 .U74 1978 Surveying for engineers / | GC TA 645 .K37 2014 c.5 Structural analysis / | GC TA 645 .L44 2008 c.1 Fundamentals of structural analysis / | GC TA 645 .L44 2008 c.2 Fundamentals of structural analysis / | GC TA 645 .W47 1980 Analysis of structures : an integration of classical and modern methods / | GC TA 645 .W47 1993 Fundamentals of structural analysis / |
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 -- Appendix A Review of Matrix Operations -- Glossary -- Answers to Odd-Numbered Problems -- Credits -- Index
Introduces engineering and architectural students to basic techniques for analyzing common structural elements, including beams, trusses, frames, cables, and arches. This book covers classical methods of analysis for determinate and indeterminate structures, and provide an introduction to matrix formulation on which computer analysis is based.
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