Static Analysis of Determinate and Indeterminate Structures

Cover
Half Title
Title Page
Copyright Page
Table of Contents
Preface
Author Biographies
Introduction
Part I Analysis of Statically Determinate Structures
	Chapter 1 Solving Reactions Using Equations of Force
		1.1 Equations of Equilibrium
		1.2 Determinacy of a Beam
		1.3 Examples
			Example 1.3.1
			Example 1.3.2
			Example 1.3.3
			Example 1.3.4
		Problems for Chapter 1
	Chapter 2 Deflection of Statically Determinate Beams and Frames
		2.1 Double Integration Method
			Example 2.1.1
			Example 2.1.2
			Example 2.1.3
			Example 2.1.4
		2.2 Moment Area Method
			Example 2.2.1
			Example 2.2.2
			Example 2.2.3
			Example 2.2.4
		2.3 Conjugate Beam Method
			Example 2.3.1
			Example 2.3.2
			Example 2.3.3
			Example 2.3.4
		2.4 Unit Load Method
			Example 2.4.1
				Slope Calculation Table for TB
			Example 2.4.2
			Example 2.4.3
		2.5 Summary
		Problems for Chapter 2
	Chapter 3 Deflection of Statically Determinate Trusses
		3.1 Basic Concept
		3.2 Static Indeterminacy (SI)
		3.3 Examples
			Example 3.3.1
			Example 3.3.2
		3.4 Summary
		Problems for Chapter 3
	Chapter 4 Shear Force and Bending Moment Diagrams for Beams
		4.1 Procedure to Draw SFD and BMD
		4.2 Relation Between Distributed Load, Shear Force, and Bending Moment
		4.3 Examples
			Example 4.3.1
			Example 4.3.2
			Example 4.3.3
			Example 4.3.4
			Example 4.3.5
			Example 4.3.6
			Example 4.3.7
		4.4 Summary
		Problems for Chapter 4
	Chapter 5 Influence Lines for Statically Determinate Structures
		5.1 Basic Concept
		5.2 Influence Lines for Beams
			5.2.1 Influence Line for Reaction
			5.2.2 Influence Line for Shear
			5.2.3 Influence Line for Moment
		5.3 Examples
			Example 5.3.1
			Example 5.3.2
			Example 5.3.3
			Example 5.3.4
			Example 5.3.5
		Problems for Chapter 5
Part II Analysis of Statically Indeterminate Structures
	Chapter 6 Analysis of Statically Indeterminate Structures By the Force Method (Flexibility Method Or Method of Consistent Deformation)
		6.1 Basic Concepts of the Force Method
			6.1.1 List of Symbols and Abbreviations Used in the Force Method
		6.2 Static Indeterminacy
		6.3 Basic Concepts of the Unit Load Method for Deflection Calculation
		6.4 Maxwell’s Theorem of Reciprocal Deflections
		6.5 Application of Force Method to Analysis of Indeterminate Beams
			6.5.1 Sign Convention
			6.5.2 Example of an Indeterminate Beam
				Example 6.5.2.1
			6.5.3 Structures With Several Redundant Forces
		6.6 Application of the Force Method to Indeterminate Frames
			6.6.1 Examples of an Indeterminate Frame
				Example 6.6.1.1
		6.7 Application of Force Method to Analysis of Indeterminate Trusses
			Example 6.7.1
		6.8 Summary
		Problems for Chapter 6
	Chapter 7 Displacement Method of Analysis: Slope-Deflection Method
		7.1 Basic Concepts of the Displacement Method
		7.2 Basic Procedure of the Slope-Deflection Method
			7.2.1 Slope-Deflection Equations
			7.2.2 Sign Convention for Displacement Methods
			7.2.3 Fixed-End Moments
		7.3 Analysis of Continuous Beams By the Slope-Deflection Method
			Example 7.3.1
				Solution
		7.4 Analysis of Continuous Beams With Support Settlements By the Slope-Deflection Method
			Example 7.4.1
				Solution
		7.5 Application of the Slope-Deflection Method to Analysis of Frames Without Joint Movement
			Example 7.5.1
				Solution
		7.6 Derivation of Shear Condition for Frames (With Joint Movement)
		7.7 Application of the Slope-Deflection Method to Analysis of Frames With Joint Movement
			Example 7.7.1
				Solution
		7.8 Summary
		Problems for Chapter 7
	Chapter 8 Displacement Method of Analysis: Moment Distribution Method
		8.1 Basic Concepts of Moment Distribution Method
		8.2 Stiffness Factor, Carry-Over Factor, and Distribution Factor
			8.2.1 Stiffness Factor
			8.2.2 Carry-Over Factor
			8.2.3 Distribution Factor
		8.3 Analysis of Continuous Beams By Moment Distribution Method
			8.3.1 Basic Procedure for Moment Distribution
			8.3.2 Example for a Continuous Beam
				Example 8.3.2.1
		8.4 Analysis of a Continuous Beam With Support Settlement By Moment Distribution Method
			Example 8.4.1
		8.5 Application of Moment Distribution to Analysis of Frames Without Sidesway
			Example 8.5.1
				Solution
		8.6 Application of Moment Distribution to Analysis of Frames With Sidesway
			8.6.1 Basic Concepts: Application of Moment Distribution to Analysis of Frames With Sidesway
			8.6.2 Example of Moment Distribution: Analysis of Frames With Sidesway
				Example 8.6.2.1
			8.6.3 Frame With Sidesway and Artificial Joint Removed
		8.7 Summary
		Problems for Chapter 8
	Chapter 9 Direct Stiffness Method: Application to Beams
		9.1 Basic Concepts of the Stiffness Method
		9.2 Kinematic Indeterminacy
		9.3 Relation Between Stiffness Method and Direct Stiffness Method
		9.4 Derivation/Explanation of the Beam-Element Stiffness Matrix
			9.4.1 Global/Structure Stiffness Matrix
		9.5 Application of the Direct Stiffness Method to a Continuous Beam
			9.5.1 Basic Procedure of the Direct Stiffness Method for Beams
			9.5.2 Example of a Continuous Beam Using the Stiffness Method
				Example 9.5.2.1
		9.6 Summary
		Problems for Chapter 9
	Chapter 10 Direct Stiffness Method: Application to Frames
		10.1 Derivation/Explanation of the Stiffness Matrix for a Frame Element
		10.2 Application of the Direct Stiffness Method to a Frame
			Example 10.2.1
				Solution
		10.3 Summary
		Problems for Chapter 10
	Chapter 11 Direct Stiffness Method: Application to Trusses
		11.1 Derivation/Explanation of the Stiffness Matrix for a Truss Element
		11.2 Application of the Direct Stiffness Method to a Truss
			Example 11.2.1
				Steps 1–3
				Step 4
				Step 5
		11.3 Summary
		Problems for Chapter 11
	Chapter 12 Approximate Methods
		12.1 Importance of Approximate Methods
		12.2 Analysis of a Portal
		12.3 Building Frames Under Vertical Loads
		12.4 Building Frames Under Lateral Loads
		12.5 Portal Method
			12.5.1 Column Shears
			12.5.2 Girder Shears
			12.5.3 Column Axial Force
		12.6 Cantilever Method
			12.6.1 Column Axial Forces
		12.7 The Factor Method
		12.8 Modified Portal Method
			12.8.1 Assumption
		12.9 Results From Portal Method
			12.9.1 Results
			12.9.2 Cantilever Method
			12.9.3 Top Floor FBD
			12.9.4 Base FBD
		Problems for Chapter 12
Appendix A
References
Index