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Statics and Mechanics of Materials 2nd edition [Kõva köide]

  • Formaat: Hardback, 800 pages, kõrgus x laius x paksus: 262x206x31 mm, kaal: 1440 g, 1866 Illustrations
  • Ilmumisaeg: 16-Apr-2016
  • Kirjastus: McGraw-Hill Inc.,US
  • ISBN-10: 0073398160
  • ISBN-13: 9780073398167
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  • Formaat: Hardback, 800 pages, kõrgus x laius x paksus: 262x206x31 mm, kaal: 1440 g, 1866 Illustrations
  • Ilmumisaeg: 16-Apr-2016
  • Kirjastus: McGraw-Hill Inc.,US
  • ISBN-10: 0073398160
  • ISBN-13: 9780073398167
Teised raamatud teemal:
The approach of the Beer and Johnston texts has been appreciated by hundreds of thousands of students over decades of engineering education. The Statics and Mechanics of Materials text uses this proven methodology in an - extensively revised second edition aimed at programs that teach these two subjects together or as a two semester sequence.

Maintaining the proven methodology and pedagogy of the Beer and Johnson series, Statics and Mechanics of Materials, second edition combines the theory and application behind these two subjects into one cohesive text. A wealth of problems, Beer and Johnston's hallmark sample problems, and valuable review and summary sections at the end of each chapter highlight the key pedagogy of the text.

Also available with this second edition is Connect. Connect is the only integrated learning system that empowers students by continuously adapting to deliver precisely what they need, when they need it, how they need it, so that class time is more engaging and effective.
Preface x
List of Symbols
xvi
1 Introduction
1(14)
1.1 What is Mechanics?
2(1)
1.2 Fundamental Concepts and Principles
3(3)
1.3 Systems of Units
6(4)
1.4 Converting Between Two Systems of Units
10(2)
1.5 Method of Solving Problems
12(2)
1.6 Numerical Accuracy
14(1)
2 Statics of Particles
15(61)
Introduction
16(1)
2.1 Addition of Planar Forces
16(12)
2.2 Adding Forces by Components
28(9)
2.3 Forces and Equilibrium in a Plane
37(11)
2.4 Adding Forces in Space
48(12)
2.5 Forces and Equilibrium in Space
60(16)
Review and Summary
69(4)
Review Problems
73(3)
3 Rigid Bodies: Equivalent Systems of Forces
76(73)
Introduction
77(1)
3.1 Forces and Moments
78(19)
3.2 Moment of a Force about an Axis
97(13)
3.3 Couples and Force-Couple Systems
110(14)
3.4 Simplifying Systems of Forces
124(25)
Review and Summary
141(5)
Review Problems
146(3)
4 Equilibrium of Rigid Bodies
149(65)
Introduction
150(2)
4.1 Equilibrium in Two Dimensions
152(17)
4.2 Two Special Cases
169(7)
4.3 Equilibrium in Three Dimensions
176(15)
4.4 Friction Forces
191(23)
Review and Summary
206(4)
Review Problems
210(4)
5 Distributed Forces: Centroids and Centers of Gravity
214(47)
Introduction
215(1)
5.1 Planar Centers of Gravity and Centroids
216(15)
5.2 Further Considerations of Centroids
231(11)
5.3 Distributed Loads on Beams
242(3)
5.4 Centers of Gravity and Centroids of Volumes
245(16)
Review and Summary
256(3)
Review Problems
259(2)
6 Analysis of Structures
261(52)
Introduction
262(1)
6.1 Analysis of Trusses
263(12)
6.2 Other Truss Analyses
275(11)
6.3 Frames
286(12)
6.4 Machines
298(15)
Review and Summary
307(3)
Review Problems
310(3)
7 Distributed Forces: Moments of Inertia
313(24)
Introduction
314(1)
7.1 Moments of Inertia of Areas
314(9)
7.2 Parallel-Axis Theorem and Composite Areas
323(14)
Review and Summary
333(2)
Review Problems
335(2)
8 Concept of Stress
337(46)
Introduction
338(1)
8.1 Stresses in the Members of a Structure
338(21)
8.2 Stress on an Oblique Plane Under Axial Loading
359(1)
8.3 Stress Under General Loading Conditions; Components of Stress
360(3)
8.4 Design Considerations
363(20)
Review and Summary
376(3)
Review Problems
379(4)
9 Stress and Strain--Axial Loading
383(68)
Introduction
384(1)
9.1 Basic Principles of Stress and Strain
385(21)
9.2 Statically Indeterminate Problems
406(4)
9.3 Problems Involving Temperature Changes
410(12)
9.4 Poisson's Ratio
422(1)
9.5 Multiaxial Loading: Generalized Hooke's Law
423(2)
9.6 Shearing Strain
425(3)
9.7 Deformations Under Axial Loading---Relation Between E, v, and G
428(8)
9.8 Stress and Strain Distribution Under Axial Loading: Saint-Venant's Principle
436(2)
9.9 Stress Concentrations
438(13)
Review and Summary 442 Review Problems
448(3)
10 Torsion
451(40)
Introduction
452(2)
10.1 Circular Shafts in Torsion
454(15)
10.2 Angle of Twist in the Elastic Range
469(3)
10.3 Statically Indeterminate Shafts
472(19)
Review and Summary
485(3)
Review Problems
488(3)
11 Pure Bending
491(60)
Introduction
492(2)
11.1 Symmetric Members in Pure Bending
494(4)
11.2 Stresses and Deformations in the Elastic Range
498(13)
11.3 Members Made of Composite Materials
511(11)
11.4 Eccentric Axial Loading in a Plane of Symmetry
522(10)
11.5 Unsymmetric Bending Analysis
532(5)
11.6 General Case of Eccentric Axial Loading Analysis
537(14)
Review and Summary
545(3)
Review Problems
548(3)
12 Analysis and Design of Beams for Bending
551(40)
Introduction
552(2)
12.1 Shear and Bending-Moment Diagrams
554(12)
12.2 Relationships between Load, Shear, and Bending Moment
566(11)
12.3 Design of Prismatic Beams for Bending
577(14)
Review and Summary
587(2)
Review Problems
589(2)
13 Shearing Stresses in Beams and Thin-Walled Members
591(34)
Introduction
592
13.1 Horizontal Shearing Stress in Beams
554(54)
13.2 Longitudinal Shear on a Beam Element of Arbitrary Shape
608(2)
13.3 Shearing Stresses in Thin-Walled Members
610(15)
Review and Summary
620(3)
Review Problems
623(2)
14 Transformations of Stress
625(38)
Introduction
626(2)
14.1 Transformation of Plane Stress
628(12)
14.2 Mohr's Circle for Plane Stress
640(10)
14.3 Stresses in Thin-Walled Pressure Vessels
650(13)
Review and Summary
658(3)
Review Problems
661(2)
15 Deflection of Beams
663(42)
Introduction
664(2)
15.1 Deformation Under Transverse Loading
666(9)
15.2 Statically Indeterminate Beams
675(12)
15.3 Method of Superposition
687(18)
Review and Summary
699(3)
Review Problems
702(3)
16 Columns
705
Introduction
706(1)
16.1 Stability of Structures
706(16)
16.2 Centric Load Design
722
Review and Summary
738(2)
Review Problems
740
Appendices
1(1)
A Typical Properties of Selected Materials Used in Engineering
2(4)
B Properties of Rolled-Steel Shapes
6(12)
C Beam Deflections and Slopes
18
Index 1(1)
Answers to Problems 1
Born in France and educated in France and Switzerland, Ferdinand Beer held an M.S. degree from the Sorbonne and an Sc.D. degree in theoretical mechanics from the University of Geneva. He came to the United States after serving in the French army during the early part of World War II and taught for four years at Williams College in the Williams-MIT joint arts and engineering program. Following his service at Williams College, Beer joined the faculty of Lehigh University, where he taught for thirty-seven years. He held several positions, including the University Distinguished Professors Chair and Chairman of the Mechanical Engineering and Mechanics Department. In 1995, Beer was awarded an honorary Doctor of Engineering degree by Lehigh University.





Born in Philadelphia, Russ holds a B.S. degree in civil engineering from the University of Delaware and an Sc.D. degree in the field of structural engineering from The Massachusetts Institute of Technology (MIT). He taught at Lehigh University and Worchester Polytechnic Institute (WPI) before joining the faculty of the University of Connecticut where he held the position of Chairman of the Civil Engineering Department and taught for twenty-six years. In 1991 Russ received the Outstanding Civil Engineer Award from the Connecticut Section of the American Society of Civil Engineers.





John T. DeWolf, Professor of Civil Engineering at the University of Connecticut, joined the Beer and Johnston team as an author on the second edition of Mechanics of Materials.  John holds a B.S. degree in civil engineering from the University of Hawaii and M.E. and Ph.D. degrees in structural engineering from Cornell University.  His research interests are in the area of elastic stability, bridge monitoring, and structural analysis and design.  He is a registered Professional Engineer and a member of the Connecticut Board of Professional Engineers.  He was selected as the University of Connecticut Teaching Fellow in 2006.





David Mazurek holds a B.S. in ocean engineering and an M.S. in civil engineering from the Florida Institute of Technology, and a Ph.D. in civil engineering from the University of Connecticut. Employed by the General Dynamics Corporation Electric Boat Division for five years, he provided submarine construction support and conducted engineering design and analysis associated with pressure hull and other structures. He then taught for one year at Lafayette College prior to joining the civil engineering faculty at the U.S. Coast Guard Academy, where he has been since 1990. Mazurek is currently a member of the American Railway Engineering & Maintenance-of-way Association Committee 15, and the American Society of Civil Engineers Committee on Blast, Shock, and Vibratory Effects. He has also worked with the Federal Railroad Administration on their bridge-inspection training program. He is a licensed professional engineer in Connecticut and Pennsylvania.