Structural Analysis

by Hibbeler, Russell C.

• ISBN13: 9780130418258
• ISBN10: 0130418250
• Edition: 5th
• Format: Hardcover
• Copyright: 2002-01-01
• Publisher: PRENTICE HALL

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