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Structural Analysis,9780130418258
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Structural Analysis

by
ISBN13:

9780130418258

ISBN10:
0130418250
Format:
Hardcover
Pub. Date:
1/1/2002
Publisher(s):
PRENTICE HALL
List Price: $113.00
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Summary

For courses in Structural Analysis. This book provides students with a clear and thorough presentation of the theory and application of structural analysis as it applies to trusses, beams, and frames. Emphasis is placed on teaching students to both model and analyze a structure. A hallmark of the text, Procedures for Analysis, has been retained in this edition to provide students with a logical, orderly method to follow when applying theory.

Table of Contents

Preface iii
Types of Structures and Loads
3(24)
Introduction
3(1)
Classification of Structures
4(5)
Loads
9(13)
Structural Design
22(5)
Problems
23(4)
Analysis of Statically Determinate Structures
27(40)
Idealized Structure
27(10)
Principle of Superposition
37(1)
Equations of Equilibrium
38(1)
Determinacy and Stability
39(7)
Application of the Equations of Equilibrium
46(10)
Analysis of Simple Diaphragm and Shear Wall Systems
56(11)
Problems
58(9)
Analysis of Statically Determinate Trusses
67(54)
Common Types of Trusses
67(6)
Classification of Coplanar Trusses
73(7)
The Method of Joints
80(4)
Zero-Force Members
84(2)
The Method of Sections
86(6)
Compound Trusses
92(4)
Complex Trusses
96(10)
Space Trusses
106(15)
Problems
107(14)
Internal Loadings Developed in Structural Members
121(42)
Internal Loadings at a Specified Point
121(6)
Shear and Moment Functions
127(5)
Shear and Moment Diagrams for a Beam
132(10)
Shear and Moment Diagrams for a Frame
142(4)
Moment Diagrams Constructed by the Method of Superposition
146(17)
Problems
150(13)
Cables and Arches
163(20)
Cables
163(1)
Cable Subjected to Concentrated Loads
164(2)
Cable Subjected to a Uniform Distributed Load
166(6)
Arches
172(1)
Three-Hinged Arch
173(10)
Problems
178(5)
Influence Lines for Statically Determinate Structures
183(54)
Influence Lines
183(8)
Influence Lines for Beams
191(3)
Qualitative Influence Lines
194(8)
Influence Lines for Floor Girders
202(4)
Influence Lines for Trusses
206(4)
Live Loads for Bridges
210(2)
Maximum Influence at a Point Due to a Series of Concentrated Loads
212(10)
Absolute Maximum Shear and Moment
222(15)
Problems
226(11)
Approximate Analysis of Statically Indeterminate Structures
237(32)
Use of Approximate Methods
237(1)
Trusses
238(4)
Vertical Loads on Building Frames
242(3)
Portal Frames and Trusses
245(5)
Lateral Loads on Building Frames: Portal Method
250(6)
Lateral Loads on Building Frames: Cantilever Method
256(13)
Problems
262(7)
Deflections
269(84)
Deflection Diagrams and the Elastic Curve
269(3)
Elastic-Beam Theory
272(2)
The Double Integration Method
274(6)
Moment-Area Theorems
280(9)
Conjugate-Beam Method
289(8)
External Work and Strain Energy
297(3)
Principle of Work and Energy
300(1)
Principle of Virtual Work
301(2)
Method of Virtual Work: Trusses
303(7)
Method of Virtual Work: Beams and Frames
310(11)
Virtual Strain Energy Caused by Axial Load, Shear, Torsion, and Temperature
321(6)
Castigliano's Theorem
327(1)
Castigliano's Theorem for Trusses
328(5)
Castigliano's Theorem for Beams and Frames
333(20)
Problems
339(14)
Analysis of Statically Indeterminate Structures by the Force Method
353(50)
Statically Indeterminate Structures
353(3)
Force Method of Analysis: General Procedure
356(4)
Maxwell's Theorem of Reciprocal Displacements; Betti's Law
360(1)
Force Method of Analysis: Beams
361(9)
Force Method of Analysis: Frames
370(4)
Force Method of Analysis: Trusses
374(3)
Composite Structures
377(2)
Additional Remarks on the Force Method of Analysis
379(1)
The Three-Moment Equation
380(6)
Influence Lines for Statically Indeterminate Beams
386(3)
Qualitative Influence Lines for Frames
389(14)
Problems
396(7)
Displacement Method of Analysis: Slope-Deflection Equations
403(36)
Displacement Method of Analysis: General Procedures
403(2)
Slope-Deflection Equations
405(6)
Analysis of Beams
411(8)
Analysis of Frames: No Sidesway
419(5)
Analysis of Frames: Sidesway
424(15)
Problems
432(7)
Displacement Method of Analysis: Moment Distribution
439(34)
General Principles and Definitions
439(4)
Moment Distribution for Beams
443(9)
Stiffness-Factor Modifications
452(6)
Moment Distribution for Frames: No Sidesway
458(2)
Moment Distribution for Frames: Sidesway
460(13)
Problems
468(5)
Analysis of Beams and Frames Consisting of Nonprismatic Members
473(24)
Deflections of Nonprismatic Members
474(2)
Loading Properties of Nonprismatic Members Using the Conjugate-Beam Method
476(8)
Loading Properties of Nonprismatic Members Available from Publications
484(2)
Moment Distribution for Structures Having Nonprismatic Members
486(6)
Slope-Deflection Equations for Nonprismatic Members
492(5)
Problems
494(3)
Truss Analysis Using the Stiffness Method
497(36)
Fundamentals of the Stiffness Method
497(3)
Member Stiffness Matrix
500(1)
Displacement and Force Transformation Matrices
501(3)
Member Global Stiffness Matrix
504(1)
Truss Stiffness Matrix
505(5)
Application of the Stiffness Method for Truss Analysis
510(8)
Nodal Coordinates
518(4)
Trusses Having Thermal Changes and Fabrication Errors
522(6)
Space-Truss Analysis
528(5)
Problems
530(3)
Beam Analysis Using the Stiffness Method
533(20)
Preliminary Remarks
533(1)
Beam-Member Stiffness Matrix
533(4)
Beam Stiffness Matrix
537(1)
Application of the Stiffness Method for Beam Analysis
537(16)
Problems
550(3)
Plane Frame Analysis Using the Stiffness Method
553(14)
Frame-Member Stiffness Matrix
553(2)
Displacement and Force Transformation Matrices
555(2)
Frame-Member Global Stiffness Matrix
557(1)
Application of the Stiffness Method for Beam and Frame Analysis
558(9)
Problems
565(2)
A Matrix Algebra for Structural Analysis 567(13)
Basic Definitions and Types of Matrices
567(2)
Matrix Operations
569(5)
Determinants
574(2)
Inverse of a Matrix
576(2)
The Gauss Method for Solving Simultaneous Equations
578(2)
Problems
579(1)
B The STRAN 4 Computer Program 580(4)
Answers to Selected Problems 584(10)
Index 594


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