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| Preface | |
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| General Principles | |
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| Introduction | |
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| Fundamental Quantities of Mechanics | |
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| Newton's Laws | |
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| Mass and Weight | |
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| Units of Measurement | |
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| The U.S. Customary System of Units | |
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| The International System of Units | |
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| Dimensional Considerations | |
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| Dimensional Homogeneity | |
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| Method of Problem Solving | |
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| Significance of Numerical Results | |
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| The Accuracy of the Known Physical Data | |
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| The Accuracy of the Physical Model | |
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| The Accuracy of the Computations Performed | |
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| Summary | |
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| Concurrent Force Systems | |
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| Introduction | |
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| Forces and Their Characteristics | |
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| Scalar Quantities | |
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| Vector Quantities | |
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| Principle of Transmissibility | |
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| Classification of Forces | |
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| Resultant of Two or More Concurrent Forces | |
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| Addition of Vectors | |
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| Law of Sines and Law of Cosines | |
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| Resultant of Two Concurrent Forces | |
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| Resultant of Three or More Concurrent Forces | |
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| Resolution of a Force into Components | |
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| Rectangular Components of a Force | |
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| Unit Vectors | |
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| Rectangular Components in Two Dimensions | |
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| Rectangular Components in Three Dimensions | |
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| The Scalar (Dot) Product and Rectangular Components | |
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| Resultants by Rectangular Components | |
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| Summary | |
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| Equilibrium: Concurrent Force Systems | |
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| Introduction | |
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| Free-Body Diagrams | |
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| Equilibrium of a Particle | |
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| Two-Dimensional Problems | |
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| Three-Dimensional Problems | |
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| Summary | |
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| Stress, Strain, and Deformation: Axial Loading | |
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| Introduction | |
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| Axially Loaded Members--Internal Forces | |
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| Normal Stress Under Axial Loading | |
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| Shearing Stress in Connections | |
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| Bearing Stress | |
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| Stresses on an Inclined Plane in an Axially Loaded Member | |
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| Displacement, Deformation, and Strain | |
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| Stress-Strain-Temperature Relationships | |
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| Stress-Strain Diagrams | |
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| Thermal Strain | |
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| Deformation of Axially Loaded Members | |
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| Statically Indeterminate Axially Loaded Members | |
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| Thermal Effects | |
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| Design | |
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| Summary | |
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| Equivalent Force/Moment Systems | |
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| Introduction | |
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| Moments and Their Characteristics | |
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| Principle of Moments--Varignon's Theorem | |
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| Vector Representation of a Moment | |
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| Moment of a Force About a Point | |
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| Moment of a Force About a Line (Axis) | |
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| Couples | |
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| Equivalent Force-Couple Systems | |
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| Coplanar Force Systems | |
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| Noncoplanar Parallel Force Systems | |
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| General Force Systems | |
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| Center of Gravity and Center of Mass | |
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| Center of Gravity | |
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| Center of Mass | |
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| Centroids of Volumes, Areas, and Lines | |
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| Centroids of Volumes | |
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| Centroids of Areas | |
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| Centroids of Lines | |
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| Centroid, Center of Mass, or Center of Gravity by Integration | |
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| Centroids of Composite Bodies | |
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| Distributed Loads on Structural Members | |
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| Summary | |
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| Equilibrium: Rigid and Deformable Bodies | |
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| Introduction | |
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| Free-Body Diagrams | |
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| Idealization of Two-Dimensional Supports and Connections | |
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| Idealization of Three-Dimensional Supports and Connections | |
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| Equilibrium in Two Dimensions | |
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| Two-Force Members | |
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| Statically Indeterminate Reactions and Partial Constraints | |
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| Frames and Machines | |
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| Frames | |
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| Machines | |
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| Stress and Deformation: Frames and Machines | |
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| Statically Indeterminate Problems | |
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| Plane Trusses | |
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| Method of Joints | |
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| Zero-Force Members | |
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| Method of Sections | |
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| Equilibrium in Three Dimensions | |
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| Friction | |
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| Characteristics of Coulomb Friction | |
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| Flat Belts and V-Belts | |
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| Design | |
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| Summary | |
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| Torsional Loading: Shafts | |
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| Introduction | |
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| Torsional Shearing Strain | |
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| Torsional Shearing Stress--The Elastic Torsion Formula | |
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| Torsional Displacements | |
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| Stresses on Oblique Planes | |
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| Work of Forces and Couples | |
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| Work of a Force | |
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| Work of a Couple | |
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| Power Transmission of Torsional Shafts | |
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| Statically Indeterminate Members | |
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| Design | |
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| Summary | |
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| Flexural Loading: Stresses in Beams | |
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| Introduction | |
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| Flexural Strains | |
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| Flexural Stresses | |
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| Second Moments of Areas | |
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| Radius of Gyration | |
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| Parallel-Axis Theorem for Second Moments of Area | |
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| Second Moments of Composite Areas | |
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| The Elastic Flexure Formula | |
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| Shear Forces and Bending Moments in Beams | |
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| Shear Force and Bending Moment: An Equilibrium Approach | |
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| Load, Shear Force, and Bending Moment Relationships | |
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| Shear Force and Bending Moment Diagrams | |
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| Shearing Stresses in Beams | |
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| Design | |
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| Summary | |
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| Flexural Loading: Beam Deflections | |
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| Introduction | |
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| The Differential Equation of the Elastic Curve | |
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| Deflections by Integration | |
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| Deflections by Integration of Shear-Force or Load Equations | |
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| Singularity Functions | |
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| Deflections by Superposition | |
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| Statically Indeterminate Beams: The Integration Method | |
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| Statically Indeterminate Beams: The Superposition Method | |
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| Design | |
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| Summary | |
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| Combined Static Loading | |
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| Introduction | |
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| Stress at a General Point in an Arbitrarily Loaded Member | |
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| Two-Dimensional or Plane Stress | |
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| The Stress Transformation Equations for Plane Stress | |
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| Principal Stresses and Maximum Shearing Stress--Plane Stress | |
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| Mohr's Circle for Plane Stress | |
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| Two-Dimensional or Plane Strain | |
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| The Strain Transformation Equations for Plane Strain | |
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| Principal Strains and Maximum Shearing Strain | |
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| Mohr's Circle for Plane Strain | |
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| Generalized Hooke's Law | |
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| Strain Measurement and Rosette Analysis | |
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| Thin-Walled Pressure Vessels | |
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| Combined Axial, Torsional, and Flexural Loads | |
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| Design: Ductile Materials | |
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| Maximum-Normal-Stress Theory | |
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| Maximum-Shear-Stress Theory | |
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| Maximum-Distorion-Energy Theory | |
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| Design: Brittle Materials | |
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| Coulomb-Mohr and Maximum-Normal-Stress Theories | |
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| Summary | |
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| Columns | |
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| Introduction | |
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| Buckling of Long Straight Columns | |
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| Effects of Different Idealized End Conditions | |
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| Empirical Column Formulas--Centric Loading | |
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| Eccentrically Loaded Columns | |
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| Allowable Stess Method | |
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| Interaction Method | |
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| Design | |
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| Summary | |
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| Tables of Properties | |
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| Wide-Flange Beams (U.S. Customary Units) | |
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| Wide-Flange Beams (SI Units) | |
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| American Standard Beams (U.S. Customary Units) | |
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| American Standard Beams (SI Units) | |
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| Standard Channels (U.S. Customary Units) | |
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| Standard Channels (SI Units) | |
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| Equal Leg Angles (U.S. Customary Units) | |
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| Equal Leg Angles (SI Units) | |
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| Unequal Leg Angles (U.S. Customary Units) | |
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| Unequal Leg Angles (SI Units) | |
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| Structural Tees (U.S. Customary Units) | |
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| Structural Tees (SI Units) | |
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| Properties of Standard Steel Pipe (U.S. Customary Units) | |
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| Properties of Standard Steel Pipe (SI Units) | |
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| Properties of Standard Structural Timber (U.S. Customary Units) | |
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| Properties of Standard Structural Timber (SI Units) | |
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| Properties of Selected Engineering Materials (U.S. Customary Units) | |
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| Properties of Selected Engineering Materials (SI Units) | |
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| Beam Deflections and Slopes | |
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| Answers to Selected Problems | |
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| Index | |