STRUCTURAL ANALYSIS: A CLASSICAL AND MATRIX APPROACH 2ND EDITION
Ouvrage 0-673-99753-7 : STRUCTURAL ANALYSIS: A CLASSICAL AND MATRIX APPROACH 2ND EDITION
Introductory textbook for engineering majors. It is
devoted to the fundamentals of
structural analysis for beams, trusses, and frames.
Table of Contents
PREFACE
PART ONE STATICALLY DETERMINATE STRUCTURES
CHAPTER 1 Introduction
1.1 Structural Analysis and Design
1.2 History of Structural Analysis
1.3 Basic Principles of Structural Analysis
1.4 Structural Components and Systems
1.5 Structural Forces
1.6 Structural Idealization (Line Diagrams)
1.7 Calculation Accuracy
1.8 Checks on Problems
1.9 Impact of Computers on Structural Analysis
CHAPTER 2 Structural Loads
2.1 Introduction
2.2 Specifications and Building Codes
2.3 Types of Structural Loads
2.4 Dead Loads
2.5 Live Loads
2.6 Live Load Impact Factors
2.7 Live Loads on Roofs
2.8 Rain Loads
2.9 Wind Loads
2.10 Snow Loads
2.11 Other Loads
Problems
CHAPTER 3 System Loading and Behavior
3.1 Introduction
3.2 Tributary Areas
3.3 Live Load Reduction
3.4 Loading Conditions for Allowable
Stress Design
3.5 Loading Conditions for Strength Design
3.6 Placing Loads on the Structure
3.7 Concept of the Force Envelope
Problems
CHAPTER 4 Reactions
4.1 Equilibrium
4.2 Moving Bodies
4.3 Calculation of Unknowns
4.4 Types of Support
4.5 Stability, Determinacy, and
Indeterminacy
4.6 Geometric Instability
4.7 Sign Convention
4.8 Horizontal and Vertical Components
4.9 Free-Body Diagrams
4.10 Reactions by Proportions
4.11 Reactions Calculated by Equations of
Statics
4.12 Principle of Superposition
4.13 The Simple Cantilever
4.14 Cantilevered Structures
4.15 Reaction Calculations for
Cantilevered Structures
4.16 Arches
4.17 Three-Hinged Arches
4.18 Uses of Arches and Cantilevered Structures
4.19 Cables
Problems
CHAPTER 5 Shear and Moment Diagrams
5.1 Introduction
5.2 Shear Diagrams
5.3 Moment Diagrams
5.4 Relations Among Loads, Shears, and
Bending Moments
5.5 Moment Diagrams Drawn from Shear
Diagrams
5.6 Shear and Moment Diagrams for
Statically Determinate Frames
Problems
CHAPTER 6 Introduction to Plane or
Two-Dimensional Trusses
6.1 General
6.2 Assumptions for Truss Analysis
6.3 Effect of Assumptions
6.4 Truss Notation
6.5 Roof Trusses
6.6 Bridge Trusses
6.7 Arrangement of Truss Members
6.8 Statical Determinacy of Trusses
6.9 Use of Sections
6.10 Horizontal and Vertical Components
6.11 Arrow Convention
6.12 Method of Joints
Problems
CHAPTER 7 Plane Trusses, Continued
7.1 Method of Moments
7.2 Forces in Members Cut by Sections
7.3 Application of the Method of Moments
7.4 Method of Shears
7.5 Zero-Force Members
7.6 When Assumptions Are Not Correct
7.7 Simple Trusses
7.8 Compound Trusses
7.9 The Zero-Load Test
7.10 Complex Trusses
7.11 Stability
7.12 Equations of Condition
7.13 Computer Example
Problems
CHAPTER 8 Three-Dimensional or Space Trusses
8.1 General
8.2 Basic Principles
8.3 Statics Equations
8.4 Stability of Space Trusses
8.5 Special Theorems Applying to Space Trusses
8.6 Types of Support
8.7 Illustrative Examples
8.8 More Complicated Space Trusses
8.9 Simultaneous-Equation Analysis
8.10 Computer Example
Problems
CHAPTER 9 Influence Lines
9.1 Introduction
9.2 The Influence Line Defined
9.3 Influence Lines for Simple Beam Reactions
9.4 Influence Lines for Simple Beam Shears
9.5 Influence Lines for Simple Beam Moments
9.6 Qualitative Influence Lines
9.7 Uses of Influence Lines; Concentrated
Loads
9.8 Uses of Influence Lines; Uniform Loads
9.9 Common Simple Beam Formulas from
Influence Lines
9.10 Placing Live Loads to Cause Maximum
Values Using Influence Lines
9.11 Placing Live Loads to Cause Maximum
Values Based on Maximum Curvature
9.12 Influence Lines for Trusses
9.13 Arrangement of Bridge Floor Systems
9.14 Influence Lines for Truss Reactions
9.15 Influence Lines for Member Forces of
Parallel-Chord Trusses
9.16 Influence Lines for Members of
Nonparallel-Chord Trusses
9.17 Influence Lines for K Truss
9.18 Determination of Maximum Forces
9.19 Counters in Bridge Trusses
9.20 Live Loads for Highway Bridges
9.21 Live Loads for Railway Bridges
9.22 Impact Loadings
9.23 Maximum Values for Moving Loads
Problems
CHAPTER 10 Deflection and Angle
Changes--Geometric Methods
10.1 Introduction
10.2 Sketching Deformed Shapes of Structures
10.3 Reasons for Computing Deflections
10.4 The Moment-Area Theorems
10.5 Application of the Moment-Area Theorems
10.6 The Method of Elastic Weights
10.7 Application of the Method of Elastic
Weights
10.8 Limitations of the Elastic-Weight
Method
10.9 Conjugate-Beam Method
10.10 Summary of Beam Relations
10.11 Application of the Conjugate Method to
Beams
10.12 Long-Term Deflections
10.13 Application of the Conjugate Method to
Frames
Problems
CHAPTER 11 Deflection and Angle
Changes--Energy Methods
11.1 Introduction to Energy Methods
11.2 Conservation of Energy Principle
11.3 Virtual Work or Complementary Virtual
Work Method
11.4 Truss Deflections by Virtual Work
11.5 Application of Virtual Work to Trusses
11.6 Deflections of Beams and Frames by
Virtual Work
11.7 Example Problems for Beams and Frames
11.8 Rotations or Angle Changes by Virtual Work
11.9 Maxwell's Law of Reciprocal
Deflections
11.10 Introduction to Castigliano's Theorems
11.11 Castigliano's Second Theorem
Problems
CHAPTER 12 Introduction to Statically
Indeterminate Structures
12.1 General
12.2 Continuous Structures
12.3 Advantages of Statically
Indeterminate Structures
12.4 Disadvantages of Statically
Indeterminate Structures
12.5 Looking Ahead
PART TWO STATICALLY INDETERMINATE
STRUCTURES--CLASSICAL METHODS
CHAPTER 13 Force Methods of Analyzing
Statically Indeterminate Structures
13.1 Methods of Analyzing Statically
Indeterminate Structures
13.2 Beams and Frames With One Redundant
13.3 Beams and Frames With Two or More
Redundants
13.4 Support Settlement
13.5 Analysis of Externally Redundant Trusses
13.6 Analysis of Internally Redundant Trusses
13.7 Analysis of Trusses Redundant
Internally and Externally
13.8 Temperature Changes, Shrinkage, Fabrication
Errors, and So On
13.9 Computer Example
Problems
CHAPTER 14 Influence Lines for Statically
Indeterminate Structures
14.1 Influence Lines for Statically
Indeterminate Beams
14.2 Qualitative Influence Lines
14.3 Influence Lines for Statically
Indeterminate Trusses
14.4 Influence Lines Using SABLE
Problems
CHAPTER 15 Castigliano's Theorems and the
Three-Moment Theorem
15.1 Castigliano's Second Theorem
15.2 Castigliano's First Theorem--The
Method of Least Work
15.3 The Three-Moment Theorem
15.4 Development of the Theorem
15.5 Application of the Three-Moment Theorem
Problems
CHAPTER 16 Slope Deflection--A Displacement
Method of Analysis
16.1 Introduction
16.2 Derivation of Slope-Deflection Equations
16.3 Application of Slope-Deflection
Equations to Continuous Beams
16.4 Analysis of Frames--No Sidesway
16.5 Analysis of Frames With Sidesway
16.6 Analysis of Frames With Sloping Legs
Problems
PART THREE STATICALLY INDETERMINATE
STRUCTURES--MOD
Auteur : MCCORMAC
Editeur : HARPER COLLINS
Nombre de pages : 601
Date de publication : 02 1997
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