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Statics and Strength of Materials

ISBN: 9780130490353 | 0130490350
Edition: 5th
Format: Hardcover
Publisher: Prentice Hall
Pub. Date: 1/1/2004

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SummaryTable of Contents
An introductory Statics or Strength of Materials text for students enrolled in the Industrial or Engineering Technology curriculum, and in university-level courses for non-engineering majors, such as Architecture. This is an introductory, yet comprehensive text, which provides in-depth coverage of both statics and strength of materials at an elementary levelnot requiring calculus. However, for instructors who use the text to teach in accredited programs in the technologies, optional sections requiring calculus are included. Generally, care has ... MORE
Chapter 1 BASIC CONCEPTS1(40)
1.1 Introduction,
1(1)
1.2 Fundamental Quantities: Units,
2(1)
... MORE
1.3 SI Style and Usage,
3(1)
1.4 Conversion of Units,
4(1)
1.5 Numerical Computations,
5(3)
1.6 Trigonometric Functions,
8(9)
1.7 Trigonometric Formulas,
17(7)
1.8 Linear Equations and Determinants,
24(17)
Chapter 2 RESULTANT OF CONCURRENT FORCES IN A PLANE41(25)
2.1 Introduction,
41(1)
2.2 Graphical Representation of Forces: Vectors,
42(1)
2.3 Resultant of Two Concurrent Forces: Vectors,
42(7)
2.4 Resultant of Three or More Concurrent Forces,
49(3)
2.5 Components of a Force Vector,
52(5)
2.6 Resultant of Concurrent Forces by Rectangular Components,
57(5)
2.7 Difference of Two Forces: Vector Differences,
62(4)
Chapter 3 EQUILIBRIUM OF CONCURRENT FORCES IN A PLANE66(29)
3.1 Conditions for Equilibrium,
66(1)
3.2 Action and Reaction,
67(1)
3.3 Space Diagram, Free-Body Diagram,
68(1)
3.4 Construction of a Free-Body Diagram,
68(9)
3.5 Three Concurrent Forces in Equilibrium,
77(8)
3.6 Four or More Forces in Equilibrium,
85(1)
3.7 Equilibrium by Rectangular Component Method,
86(9)
Chapter 4 RESULTANT OF NONCONCURRENT FORCES IN A PLANE95(28)
4.1 Introduction,
95(1)
4.2 Transmissibility,
96(1)
4.3 Moment of a Force,
96(3)
4.4 Theorem of Moments,
99(7)
4.5 Resultant of Parallel Forces,
106(3)
4.6 Resultant of Nonparallel Forces,
109(4)
4.7 Moment of a Couple,
113(2)
4.8 Resolution of a Force into a Force and Couple,
115(4)
4.9 Resultant of Distributed Loading,
119(4)
Chapter 5 EQUILIBRIUM OF A RIGID BODY123(30)
5.1 Introduction,
123(1)
5.2 Support Conditions for Bodies in a Plane,
124(2)
5.3 Construction of Free-Body Diagrams,
126(3)
5.4 Equations for Equilibrium of a Rigid Body,
129(15)
5.5 Equilibrium of a Two-Force Body,
144(1)
5.6 Equilibrium of a Three-Force Body,
144(4)
5.7 Statical Determinacy and Constraint of a Rigid Body,
148(5)
Chapter 6 FORCE ANALYSIS OF STRUCTURES AND MACHINES153(47)
6.1 Introduction,
153(1)
6.2 Simple Plane Trusses,
154(5)
6.3 Members Under Special Loading,
159(1)
6.4 Method of Joints,
159(15)
6.5 Graphical Method of Joints,
174(1)
6.6 Method of Sections,
174(7)
6.7 Frames and Machines,
181(19)
Chapter 7 FORCES IN SPACE200(32)
7.1 Introduction,
200(1)
7.2 Components of a Force in Space,
201(3)
7.3 Resultant of Concurrent Forces in Space,
204(4)
7.4 Equilibrium of a Concurrent Force System in Space,
208(8)
7.5 Moment of a Force About an Axis,
216(1)
7.6 Resultant of Parallel Forces in Space,
217(2)
7.7 Support Conditions for Bodies in Space,
219(2)
7.8 Equilibrium of a Rigid Body in Space,
221(11)
Chapter 8 FRICTION232(29)
8.1 Introduction,
232(1)
8.2 Dry or Coulomb Friction,
233(3)
8.3 Angle of Friction,
236(7)
8.4 Wedges,
243(1)
8.5 Square-Threaded Screws: Screw Jacks,
244(5)
8.6 Axle Friction: Journal Bearings,
249(3)
8.7 Special Applications,
252(4)
8.8 Rolling Resistance,
256(5)
Chapter 9 CENTER OF GRAVITY, CENTROIDS, AND MOMENTS OF INERTIA OF AREAS261(55)
9.1 Introduction,
261(1)
9.2 Center of Gravity,
262(1)
9.3 Centroid of a Plane Area,
263(3)
9.4 Centroids by Inspection,
266(1)
9.5 Centroids of Composite Areas,
267(5)
9.6 Centroids of Structural Cross Sections,
272(11)
9.7 Moment of Inertia of a Plane Area,
283(4)
9.8 Parallel-Axis Theorem,
287(1)
9.9 Moment of Inertia of Composite Areas,
288(16)
9.10 Polar Moment of Inertia,
304(1)
9.11 Radius of Gyration,
305(1)
9.12 Determination of Centroids by Integration,
306(5)
9.13 Determination of Moments of Inertia by Integration,
311(5)
Chapter 10 INTERNAL REACTIONS; STRESS FOR AXIAL LOADS316(45)
10.1 Introduction,
316(4)
10.2 Internal Reactions,
320(6)
10.3 Stress,
326(2)
10.4 Stress in an Axially Loaded Member,
328(5)
10.5 Average Shear Stress,
333(1)
10.6 Bearing Stress,
334(6)
10.7 Problems Involving Normal, Shear, and Bearing Stress,
340(8)
10.8 Allowable Stress, Factor of Safety,
348(7)
10.9 Further Analysis of Axial Loads: Stresses on Oblique Sections,
355(6)
Chapter 11 STRAIN FOR AXIAL LOADS: HOOKE'S LAW361(38)
11.1 Axial Strain,
362(1)
11.2 Tension Test and Stress-Strain Diagram,
363(4)
11.3 Hooke's Law,
367(4)
11.4 Axially Loaded Members,
371(5)
11.5 Statically Indeterminate Axially Loaded Members,
376(6)
11.6 Poisson's Ratio,
382(1)
11.7 Thermal Deformation; Thermally Induced Stress
383(5)
11.8 Additional Mechanical Properties of Materials,
388(3)
11.9 Strain and Stress Distributions; Saint-Venant's Principle,
391(1)
11.10 Stress Concentrations,
392(4)
11.11 Repeated Loading, Fatigue,
396(3)
Chapter 12 SHEAR STRESSES AND STRAINS; TORSION399(30)
12.1 Introduction,
399(1)
12.2 Shearing Stress on Planes at Right Angles,
400(1)
12.3 Shearing Strains,
400(1)
12.4 Hooke's Law for Shear,
401(1)
12.5 Torsion of a Circular Shaft,
402(4)
12.6 Further Comments on the Torsion of a Circular Shaft,
406(2)
12.7 Problems Involving Deformation and Stress in a Circular Shaft,
408(5)
12.8 Torsion Test,
413(1)
12.9 Power Transmission,
414(7)
12.10 Flange Couplings,
421(8)
Chapter 13 SHEAR FORCES AND BENDING MOMENTS IN BEAMS429(34)
13.1 Introduction,
429(1)
13.2 Types of Beams,
430(1)
13.3 Beam Reactions,
431(2)
13.4 Shear Forces and Bending Moments in Beams,
433(10)
13.5 Shear-Force and Bending-Moment Diagrams,
443(4)
13.6 Relations Among Loads, Shear Forces, and Bending Moments,
447(16)
Chapter 14 BENDING AND SHEARING STRESSES IN BEAMS463(80)
14.1 Introduction,
463(1)
14.2 Pure Bending of a Symmetrical Beam,
464(2)
14.3 Deformation Geometry for a Symmetrical Beam in Pure Bending,
466(1)
14.4 Hooke's Law: Distribution of Bending Stress,
467(1)
14.5 Bending Stress Formula: Flexure Formula,
468(2)
14.6 Elastic Section Modulus,
470(1)
14.7 Problems Involving the Bending Stress Formula,
470(12)
14.8 Shearing Stress in Beams,
482(2)
14.9 Horizontal Shearing Stress Formula,
484(13)
14.10 Shear Flow Formula,
497(5)
14.11 Design of Beams for Strength,
502(16)
14.12 Residential Design Using Tabulated Values,
518(25)
Chapter 15 DEFLECTION OF BEAMS DUE TO BENDING543(75)
15.1 Introduction,
543(1)
15.2 Bending-Moment Diagram by Parts,
544(9)
15.3 Moment-Area Method,
553(5)
15.4 Deflection of a Cantilever Beam by the Moment-Area Method,
558(7)
15.5 Deflection of the Simply Supported Beam by the Moment-Area Method,
565(8)
15.6 Superposition Method,
573(9)
15.7 Beam Deflections Using Computer Software,
582(8)
15.8 Statically Indeterminate Beams by the Superposition Method,
590(7)
15.9 Deflection of Beams by Integration,
597(9)
15.10 Singularity Functions,
606(12)
Chapter 16 COMBINED STRESSES AND MOHR'S CIRCLE618(45)
16.1 Introduction,
618(1)
16.2 Axial Forces and Bending Moments,
619(12)
16.3 Unsymmetrical Bending,
631(4)
16.4 Eccentrically Loaded Members,
635(3)
16.5 Plane Stress,
638(1)
16.6 Stress Components on an Oblique Plane,
638(2)
16.7 Mohr's Circle for Plane Stress,
640(4)
16.8 Principal Stresses,
644(2)
16.9 Maximum Shear Stress,
646(2)
16.10 Axial Stress,
648(2)
16.11 Biaxial Stress: Thin-Walled Pressure Vessel,
650(5)
16.12 Pure Shear,
655(1)
16.13 Combined Stress Problems,
656(7)
Chapter 17 COLUMNS663(20)
17.1 Introduction,
663(2)
17.2 Euler Column Formula,
665(2)
17.3 Effective Length of Columns,
667(1)
17.4 Further Comments on the Euler Column Formula,
668(4)
17.5 Tangent Modulus Theory,
672(1)
17.6 Empirical Column Formulas: Design Formulas,
673(10)
Chapter 18 BOLTED, RIVETED, AND WELDED STRUCTURAL CONNECTIONS683(22)
18.1 Introduction,
683(1)
18.2 Rivets and Bolts,
684(1)
18.3 Methods of Failure for Bolted Joints,
684(3)
18.4 Axially Loaded Bolted and Riveted Connections,
687(6)
18.5 Shear Connections for Building Frames,
693(4)
18.6 Welds,
697(3)
18.7 Axially Loaded Welds,
700(5)
Appendix705(34)
Answers to Even-Numbered Problems739(10)
Index749

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