Engineering Mechanics: Statics, SI Units

Höfundur Russell C. Hibbeler

Útgefandi Pearson International Content

Snið Page Fidelity

Print ISBN 9781292444048

Útgáfa 15

Höfundarréttur 2023

4.890 kr.

Description

Efnisyfirlit

  • SI Prefixes
  • Fundamental Equations of Statics
  • Geometric Properties of Line and Area Elements
  • Center of Gravity and Mass Moment of Inertia of Homogeneous Solids
  • Half Title
  • Title Page
  • Copyright
  • Dedication
  • Preface
  • Contents
  • Credits
  • Chapter 1. General Principles
  • Chapter Objectives
  • 1.1 Mechanics
  • 1.2 Fundamental Concepts
  • 1.3 The International System of Units
  • 1.4 Numerical Calculations
  • 1.5 General Procedure for Analysis
  • Chapter 2. Force Vectors
  • Chapter Objectives
  • 2.1 Scalars and Vectors
  • 2.2 Vector Operations
  • 2.3 Vector Addition of Forces
  • 2.4 Addition of a System of Coplanar Forces
  • 2.5 Cartesian Vectors
  • 2.6 Addition of Cartesian Vectors
  • 2.7 Position Vectors
  • 2.8 Force Vector Directed Along a Line
  • 2.9 Dot Product
  • Chapter 3. Equilibrium of a Particle
  • Chapter Objectives
  • 3.1 Condition for the Equilibrium of a Particle
  • 3.2 The Free-Body Diagram
  • 3.3 Coplanar Force Systems
  • 3.4 Three-Dimensional Force Systems
  • Chapter 4. Force System Resultants
  • Chapter Objectives
  • 4.1 Moment of a Force—Scalar Formulation
  • 4.2 Principle of Moments
  • 4.3 Cross Product
  • 4.4 Moment of a Force—Vector Formulation
  • 4.5 Moment of a Force about a Specified Axis
  • 4.6 Moment of a Couple
  • 4.7 Simplification of a Force and Couple System
  • 4.8 Further Simplification of a Force and Couple System
  • 4.9 Reduction of a Simple Distributed Loading
  • Chapter 5. Equilibrium of a Rigid Body
  • Chapter Objectives
  • 5.1 Conditions for Rigid-Body Equilibrium
  • 5.2 Free-Body Diagrams
  • 5.3 Equations of Equilibrium
  • 5.4 Two- and Three-Force Members
  • 5.5 Free-Body Diagrams
  • 5.6 Equations of Equilibrium
  • 5.7 Constraints and Statical Determinacy
  • Chapter 6. Structural Analysis
  • Chapter Objectives
  • 6.1 Simple Trusses
  • 6.2 The Method of Joints
  • 6.3 Zero-Force Members
  • 6.4 The Method of Sections
  • 6.5 Space Trusses
  • 6.6 Frames and Machines
  • Chapter 7. Internal Forces
  • Chapter Objectives
  • 7.1 Internal Loadings
  • 7.2 Shear and Moment Equations and Diagrams
  • 7.3 Relations among Distributed Load, Shear, and Moment
  • 7.4 Cables
  • Chapter 8. Friction
  • Chapter Objectives
  • 8.1 Characteristics of Dry Friction
  • 8.2 Problems Involving Dry Friction
  • 8.3 Wedges
  • 8.4 Frictional Forces on Screws
  • 8.5 Frictional Forces on Flat Belts
  • 8.6 Frictional Forces on Collar Bearings, Pivot Bearings, and Disks
  • 8.7 Frictional Forces on Journal Bearings
  • 8.8 Rolling Resistance
  • Chapter 9. Center of Gravity and Centroid
  • Chapter Objectives
  • 9.1 Center of Gravity, Center of Mass, and the Centroid of a Body
  • 9.2 Composite Bodies
  • 9.3 Theorems of Pappus and Guldinus
  • 9.4 Resultant of a General Distributed Loading
  • 9.5 Fluid Pressure
  • Chapter 10. Moments of Inertia
  • Chapter Objectives
  • 10.1 Definition of Moments of Inertia for Areas
  • 10.2 Parallel-Axis Theorem for an Area
  • 10.3 Radius of Gyration of an Area
  • 10.4 Moments of Inertia for Composite Areas
  • 10.5 Product of Inertia for an Area
  • 10.6 Moments of Inertia for an Area about Inclined Axes
  • 10.7 Mohr’s Circle for Moments of Inertia
  • 10.8 Mass Moment of Inertia
  • Chapter 11. Virtual Work
  • Chapter Objectives
  • 11.1 Definition of Work
  • 11.2 Principle of Virtual Work
  • 11.3 Principle of Virtual Work for a System of Connected Rigid Bodies
  • 11.4 Conservative Forces
  • 11.5 Potential Energy
  • 11.6 Potential-Energy Criterion for Equilibrium
  • 11.7 Stability of Equilibrium Configuration
  • Appendix A. Mathematical Review and Formulations
  • Fundamental Problem Solutions and Answers
  • Review Problem Answers
  • Selected Answers
  • Index
  • A
  • B
  • C
  • D
  • E
  • F
  • G
  • H
  • I
  • J
  • K
  • L
  • M
  • N
  • P
  • Q
  • R
  • S
  • T
  • U
  • V
  • W
  • X
  • Z
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