{"product_id":"engineering-mechanics-statics-isbn-9781119725138","title":"Engineering Mechanics: Statics","description":"Mechanics courses tend to provide engineering students with a precise, mathematical, but less than engaging experience. Students often view the traditional approach as a mysterious body of facts and “tricks” that allow idealized cases to be solved. When confronted with more realistic systems, they are often at a loss as to how to proceed. To address this issue, this course empowers students to tackle meaningful problems at an early stage in their studies. \u003cp\u003e\u003ci\u003e\u003cb\u003eEngineering Mechanics: Statics, First Edition\u003c\/b\u003e \u003c\/i\u003ebegins with a readable overview of the concepts of mechanics. Important equations are introduced, but the emphasis is on developing a “feel” for forces and moments, and for how loads are transferred through structures and machines. From that foundation, the course helps lay a motivational framework for students to build their skills in solving engineering problems.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 1 Principles and Tools For Static Analysis 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1 How Does Engineering Analysis Fit Into Engineering Practice? 2\u003c\/p\u003e \u003cp\u003e1.2 Physics Principles: Newton’s Laws Reviewed 4\u003c\/p\u003e \u003cp\u003e1.3 Properties and Units in Engineering Analysis 5\u003c\/p\u003e \u003cp\u003eExercises 1.3 8\u003c\/p\u003e \u003cp\u003e1.4 Coordinate Systems and Vectors 9\u003c\/p\u003e \u003cp\u003eExercises 1.4 12\u003c\/p\u003e \u003cp\u003e1.5 Drawing 12\u003c\/p\u003e \u003cp\u003eExercises 1.5 15\u003c\/p\u003e \u003cp\u003e1.6 Problem Solving 16\u003c\/p\u003e \u003cp\u003eExercises 1.6 20\u003c\/p\u003e \u003cp\u003e1.7 A Map of This Text 21\u003c\/p\u003e \u003cp\u003e1.8 Just the Facts 23\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 2 Forces 25\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 What are Forces? An Overview 26\u003c\/p\u003e \u003cp\u003e2.2 Gravitational Forces 27\u003c\/p\u003e \u003cp\u003eExample 2.2.1 Gravity, Weight, and Mass 30\u003c\/p\u003e \u003cp\u003eExample 2.2.2 Is Assuming Gravity is a Constant Reasonable? 32\u003c\/p\u003e \u003cp\u003eExample 2.2.3 Gravitational Force from Two Planets 33\u003c\/p\u003e \u003cp\u003eExercises 2.2 34\u003c\/p\u003e \u003cp\u003e2.3 Contact Forces 34\u003c\/p\u003e \u003cp\u003eExample 2.3.1 Identifying Types of Forces 38\u003c\/p\u003e \u003cp\u003eExercises 2.3 39\u003c\/p\u003e \u003cp\u003e2.4 Identifying Forces for Analysis 40\u003c\/p\u003e \u003cp\u003eExample 2.4.1 Defining a System for Analysis 43\u003c\/p\u003e \u003cp\u003eExercises 2.4 45\u003c\/p\u003e \u003cp\u003e2.5 Representing Force Vectors 46\u003c\/p\u003e \u003cp\u003eExample 2.5.1 Rectangular Components of a Nonplanar Force Given its Line of Action 51\u003c\/p\u003e \u003cp\u003eExample 2.5.2 Representing Nonplanar Forces with Rectangular Coordinates 52\u003c\/p\u003e \u003cp\u003eExample 2.5.3 Representing a Planar Force in Skewed Coordinate System 54\u003c\/p\u003e \u003cp\u003eExample 2.5.4 Representing Direction of a Planar Force 59\u003c\/p\u003e \u003cp\u003eExample 2.5.5 Scalar Components of a Planar Force 60\u003c\/p\u003e \u003cp\u003eExample 2.5.6 Representing a Planar Force with Spherical Coordinates 63\u003c\/p\u003e \u003cp\u003eExample 2.5.7 Representing Nonplanar Forces with Spherical Angles 64\u003c\/p\u003e \u003cp\u003eExercises 2.5 66\u003c\/p\u003e \u003cp\u003e2.6 Resultant Force—Vector Addition 76\u003c\/p\u003e \u003cp\u003eExample 2.6.1 Component Addition: Planar 79\u003c\/p\u003e \u003cp\u003eExample 2.6.2 Component Addition: Nonplanar 80\u003c\/p\u003e \u003cp\u003eExample 2.6.3 Graphical Addition Using Force Triangle 83\u003c\/p\u003e \u003cp\u003eExample 2.6.4 Graphical Addition Using Parallelogram Law 85\u003c\/p\u003e \u003cp\u003eExample 2.6.5 Resultant of Two Forces Using a Trigonometric Approach 87\u003c\/p\u003e \u003cp\u003eExample 2.6.6 Analyzing a System: Trigonometric Addition 89\u003c\/p\u003e \u003cp\u003eExample 2.6.7 Analyzing a System: Trigonometric Approach 90\u003c\/p\u003e \u003cp\u003eExercises 2.6 92\u003c\/p\u003e \u003cp\u003e2.7 Angle Between Two Forces—the Dot Product 99\u003c\/p\u003e \u003cp\u003eExample 2.7.1 Projection of a Vector in Two Dimensions 102\u003c\/p\u003e \u003cp\u003eExample 2.7.2 Projection of a Vector in Three Dimensions 103\u003c\/p\u003e \u003cp\u003eExample 2.7.3 Angle Between Two Vectors 104\u003c\/p\u003e \u003cp\u003eExercises 2.7 105\u003c\/p\u003e \u003cp\u003e2.8 Just the Facts 108\u003c\/p\u003e \u003cp\u003eSystem Analysis (SA) Exercises 112\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 3 Moments 117\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 What are Moments? 118\u003c\/p\u003e \u003cp\u003eExample 3.1.1 Specifying the Position Vector - Planar 125\u003c\/p\u003e \u003cp\u003eExample 3.1.2 Specifying the Position Vector - Nonplanar 126\u003c\/p\u003e \u003cp\u003eExample 3.1.3 The Magnitude of a Moment - Planar 127\u003c\/p\u003e \u003cp\u003eExample 3.1.4 The Magnitude of a Moment - Nonplanar 128\u003c\/p\u003e \u003cp\u003eExample 3.1.5 Moment Center on the Line of Action of Force 130\u003c\/p\u003e \u003cp\u003eExercises 3.1 131\u003c\/p\u003e \u003cp\u003e3.2 Mathematical Representation of a Moment 135\u003c\/p\u003e \u003cp\u003eExample 3.2.1 Calculating the Moment About the \u003ci\u003ez \u003c\/i\u003eAxis with a Vector-Based Approach 140\u003c\/p\u003e \u003cp\u003eExample 3.2.2 Calculating the Moment About the \u003ci\u003ez \u003c\/i\u003eAxis with the Component of the Force Perpendicular to the Position Vector 141\u003c\/p\u003e \u003cp\u003eExample 3.2.3 Calculating the Moment - Nonplanar 142\u003c\/p\u003e \u003cp\u003eExample 3.2.4 Calculating the Magnitude and Direction of a Moment - Nonplanar 144\u003c\/p\u003e \u003cp\u003eExample 3.2.5 Finding the Force to Create a Moment - Nonplanar 145\u003c\/p\u003e \u003cp\u003eExercises 3.2 146\u003c\/p\u003e \u003cp\u003e3.3 Finding Moment Components in a Particular Direction 155\u003c\/p\u003e \u003cp\u003eExample 3.3.1 Finding the Moment About the \u003ci\u003ez \u003c\/i\u003eAxis 157\u003c\/p\u003e \u003cp\u003eExample 3.3.2 Finding the Moment in a Particular Direction 158\u003c\/p\u003e \u003cp\u003eExercises 3.3 159\u003c\/p\u003e \u003cp\u003e3.4 When are Two Forces Equal to a Moment? (When They are a Couple) 162\u003c\/p\u003e \u003cp\u003eExample 3.4.1 A Couple in the \u003ci\u003exy \u003c\/i\u003ePlane 164\u003c\/p\u003e \u003cp\u003eExample 3.4.2 Working with Couples 165\u003c\/p\u003e \u003cp\u003eExercises 3.4 167\u003c\/p\u003e \u003cp\u003e3.5 Equivalent Loads 171\u003c\/p\u003e \u003cp\u003eExample 3.5.1 Equivalent Moment and Equivalent Force - Planar 173\u003c\/p\u003e \u003cp\u003eExample 3.5.2 Equivalent Moment and Equivalent Force - Nonplanar 175\u003c\/p\u003e \u003cp\u003eExample 3.5.3 Equivalent Load for an Applied Couple 177\u003c\/p\u003e \u003cp\u003eExercises 3.5 178\u003c\/p\u003e \u003cp\u003e3.6 Just the Facts 184\u003c\/p\u003e \u003cp\u003eSystem Analysis (SA) Exercises 188\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 4 Modeling Systems with Free-Body Diagrams 195\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Types of External Loads Acting on Systems 196\u003c\/p\u003e \u003cp\u003eExercises 4.1 198\u003c\/p\u003e \u003cp\u003e4.2 Planar System Supports 200\u003c\/p\u003e \u003cp\u003eExample 4.2.1 Free-Body Diagram of a Planar System 206\u003c\/p\u003e \u003cp\u003eExample 4.2.2 Free-Body Diagram of a Planar System with Moment 207\u003c\/p\u003e \u003cp\u003eExample 4.2.3 Using Questions to Determine Loads at Supports 208\u003c\/p\u003e \u003cp\u003eExercises 4.2 210\u003c\/p\u003e \u003cp\u003e4.3 Nonplanar System Supports 213\u003c\/p\u003e \u003cp\u003eExample 4.3.1 Exploring Single and Double Bearings and Hinges 219\u003c\/p\u003e \u003cp\u003eExercises 4.3 221\u003c\/p\u003e \u003cp\u003e4.4 Modeling Systems as Planar or Nonplanar 223\u003c\/p\u003e \u003cp\u003eExample 4.4.1 Identifying Planar and Nonplanar Systems 225\u003c\/p\u003e \u003cp\u003eExample 4.4.2 Identifying Planar and Nonplanar Systems with a Plane of Symmetry 226\u003c\/p\u003e \u003cp\u003eExercises 4.4 227\u003c\/p\u003e \u003cp\u003e4.5 A Step-By-Step Approach to Free-Body Diagrams 230\u003c\/p\u003e \u003cp\u003eExample 4.5.1 Creating a Free-Body Diagram of an Airplane Wing 232\u003c\/p\u003e \u003cp\u003eExample 4.5.2 Creating a Free-Body Diagram of a Ladder 234\u003c\/p\u003e \u003cp\u003eExample 4.5.3 Creating a Free-Body Diagram of a Nonplanar System 234\u003c\/p\u003e \u003cp\u003eExample 4.5.4 Creating a Free-Body Diagram of a Leaning Person 235\u003c\/p\u003e \u003cp\u003eExercises 4.5 236\u003c\/p\u003e \u003cp\u003e4.6 Just the Facts 243\u003c\/p\u003e \u003cp\u003eSystem Analysis (SA) Exercises 244\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 5 Mechanical Equilibrium 249\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 Conditions of Mechanical Equilibrium 250\u003c\/p\u003e \u003cp\u003eExercises 5.1 251\u003c\/p\u003e \u003cp\u003e5.2 The Equilibrium Equations 252\u003c\/p\u003e \u003cp\u003eExample 5.2.1 Using a Free-Body Diagram to Write Equilibrium Equations 254\u003c\/p\u003e \u003cp\u003eExercises 5.2 256\u003c\/p\u003e \u003cp\u003e5.3 Applying the Planar Equilibrium Equations 257\u003c\/p\u003e \u003cp\u003eExample 5.3.1 Applying the Analysis Procedure to a Planar Equilibrium Problem 260\u003c\/p\u003e \u003cp\u003eExample 5.3.2 Analysis of a Simple Structure 262\u003c\/p\u003e \u003cp\u003eExample 5.3.3 Analysis of a Planar Truss 263\u003c\/p\u003e \u003cp\u003eExercises 5.3 264\u003c\/p\u003e \u003cp\u003e5.4 Equilibrium Applied to Four Special Cases 273\u003c\/p\u003e \u003cp\u003eExample 5.4.1 Analyzing a Planar Truss Connection as a Particle 274\u003c\/p\u003e \u003cp\u003eExercises 5.4.1 276\u003c\/p\u003e \u003cp\u003eExample 5.4.2 Two-Force Member Analysis 279\u003c\/p\u003e \u003cp\u003eExercises 5.4.2 281\u003c\/p\u003e \u003cp\u003eExample 5.4.3 Climbing Cam Analysis 283\u003c\/p\u003e \u003cp\u003eExample 5.4.4 Three-Force Member Analysis 285\u003c\/p\u003e \u003cp\u003eExercises 5.4.3 287\u003c\/p\u003e \u003cp\u003eExample 5.4.5 Ideal Pulley Analysis 289\u003c\/p\u003e \u003cp\u003eExercises 5.4.4 291\u003c\/p\u003e \u003cp\u003e5.5 Applying the Nonplanar Equilibrium Equations 293\u003c\/p\u003e \u003cp\u003eExample 5.5.1 Analysis of a Nonplanar System with Simple Loading 295\u003c\/p\u003e \u003cp\u003eExample 5.5.2 Analysis of a Nonplanar System with Complex Loading 298\u003c\/p\u003e \u003cp\u003eExample 5.5.3 High-Wire Circus Act 300\u003c\/p\u003e \u003cp\u003eExample 5.5.4 Analysis of a Nonplanar System with Unknowns Other than Loads 302\u003c\/p\u003e \u003cp\u003eExercises 5.5 304\u003c\/p\u003e \u003cp\u003e5.6 Zooming in on Subsystems 312\u003c\/p\u003e \u003cp\u003eExample 5.6.1 Analysis of a Toggle Clamp 313\u003c\/p\u003e \u003cp\u003eExample 5.6.2 Analysis of a Pulley System 316\u003c\/p\u003e \u003cp\u003eExercises 5.6 318\u003c\/p\u003e \u003cp\u003e5.7 Determinate, Indeterminate, and Underconstrained Systems 324\u003c\/p\u003e \u003cp\u003eExample 5.7.1 Identify Status of a Structure 326\u003c\/p\u003e \u003cp\u003eExercises 5.7 327\u003c\/p\u003e \u003cp\u003e5.8 Just the Facts 330\u003c\/p\u003e \u003cp\u003eSystem Analysis (SA) Exercises 333\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 6 Distributed Force 339\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Center of Mass, Center of Gravity, and the Centroid 340\u003c\/p\u003e \u003cp\u003eExample 6.1.1 Centroid of a Volume 347\u003c\/p\u003e \u003cp\u003eExample 6.1.2 Center of Mass with Variable Density 348\u003c\/p\u003e \u003cp\u003eExample 6.1.3 Locating the Centroid of a Composite Volume 349\u003c\/p\u003e \u003cp\u003eExample 6.1.4 Finding the Centroid of An Area 351\u003c\/p\u003e \u003cp\u003eExample 6.1.5 Center of Mass of a Composite Assembly 353\u003c\/p\u003e \u003cp\u003eExample 6.1.6 Centroid of a Built-Up Section 355\u003c\/p\u003e \u003cp\u003eExercises 6.1 356\u003c\/p\u003e \u003cp\u003e6.2 Distributed Force Acting on a Boundary 366\u003c\/p\u003e \u003cp\u003eExample 6.2.1 Using Integration to Find Total Force 373\u003c\/p\u003e \u003cp\u003eExample 6.2.2 Inclined Beam with Nonuniform Distribution 375\u003c\/p\u003e \u003cp\u003eExample 6.2.3 Beam Subjected to Polynomial Load Distribution 377\u003c\/p\u003e \u003cp\u003eExample 6.2.4 Using Properties of Standard Shapes to Find Total Force 379\u003c\/p\u003e \u003cp\u003eExample 6.2.5 Centroid of Distribution Composed of Standard Line Loads 381\u003c\/p\u003e \u003cp\u003eExample 6.2.6 Calculating Center of Pressure of a Pressure Distribution 382\u003c\/p\u003e \u003cp\u003eExample 6.2.7 Pressure on a Rectangular Water Gate 383\u003c\/p\u003e \u003cp\u003eExercises 6.2 385\u003c\/p\u003e \u003cp\u003e6.3 Hydrostatic Pressure 392\u003c\/p\u003e \u003cp\u003eExample 6.3.1 Proof of Nondirectionality of Fluid Pressure 395\u003c\/p\u003e \u003cp\u003eExample 6.3.2 Proof that Hydrostatic Pressure Increases Linearly with Depth 396\u003c\/p\u003e \u003cp\u003eExample 6.3.3 Hydrostatic Pressure on Vertical Reservoir Gate 397\u003c\/p\u003e \u003cp\u003eExample 6.3.4 Hydrostatic Pressure on Sloped Gate 398\u003c\/p\u003e \u003cp\u003eExample 6.3.5 Pressure Distribution Over a Curved Surface 400\u003c\/p\u003e \u003cp\u003eExample 6.3.6 Center of Buoyancy and Stability 402\u003c\/p\u003e \u003cp\u003eExercises 6.3 403\u003c\/p\u003e \u003cp\u003e6.4 Area Moment of Inertia 409\u003c\/p\u003e \u003cp\u003eExample 6.4.1 Moment of Inertia Using Integration 413\u003c\/p\u003e \u003cp\u003eExample 6.4.2 Moment of Inertia Using Parallel Axis Theorem 414\u003c\/p\u003e \u003cp\u003eExample 6.4.3 Moment of Inertia of a Composite Area 415\u003c\/p\u003e \u003cp\u003eExercises 6.4 416\u003c\/p\u003e \u003cp\u003e6.5 Just the Facts 419\u003c\/p\u003e \u003cp\u003eSystem Analysis (SA) Exercises 425\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 7 Dry Friction and Rolling Resistance 431\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Coulomb Friction Model 432\u003c\/p\u003e \u003cp\u003eExample 7.1.1 Dry Friction - Sliding or Tipping 435\u003c\/p\u003e \u003cp\u003eExercises 7.1 436\u003c\/p\u003e \u003cp\u003e7.2 Friction in Static Analysis: Wedges, Belts, and Journal Bearings 439\u003c\/p\u003e \u003cp\u003eExample 7.2.1 Analysis of a Pulley System with Bearing Friction 444\u003c\/p\u003e \u003cp\u003eExercises 7.2 446\u003c\/p\u003e \u003cp\u003e7.3 Rolling Resistance 452\u003c\/p\u003e \u003cp\u003eExample 7.3.1 Rolling Resistance 453\u003c\/p\u003e \u003cp\u003eExercises 7.3 454\u003c\/p\u003e \u003cp\u003e7.4 Just the Facts 456\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 8 Member Loads In Trusses 459\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Defining a Truss 460\u003c\/p\u003e \u003cp\u003e8.2 Truss Analysis by Method of Joints 463\u003c\/p\u003e \u003cp\u003eExample 8.2.1 Truss Analysis Using Method of Joints 466\u003c\/p\u003e \u003cp\u003eExercises 8.2 468\u003c\/p\u003e \u003cp\u003e8.3 Truss Analysis by Method of Sections 473\u003c\/p\u003e \u003cp\u003eExample 8.3.1 Method of Sections and Wise Selection of Moment Center Location 475\u003c\/p\u003e \u003cp\u003eExample 8.3.2 Method of Sections and Where to Cut 476\u003c\/p\u003e \u003cp\u003eExample 8.3.3 Combining Method of Joints and Method of Sections 478\u003c\/p\u003e \u003cp\u003eExercises 8.3 480\u003c\/p\u003e \u003cp\u003e8.4 Identifying Zero-Force Members 484\u003c\/p\u003e \u003cp\u003eExample 8.4.1 Identifying Zero-Force Members 486\u003c\/p\u003e \u003cp\u003eExercises 8.4 488\u003c\/p\u003e \u003cp\u003e8.5 Determinate, Indeterminate, and Unstable Trusses 490\u003c\/p\u003e \u003cp\u003eExample 8.5.1 Checking the Status of Planar Trusses 492\u003c\/p\u003e \u003cp\u003eExample 8.5.2 Checking the Status of Space Trusses 493\u003c\/p\u003e \u003cp\u003eExercises 8.5 495\u003c\/p\u003e \u003cp\u003e8.6 Just the Facts 496\u003c\/p\u003e \u003cp\u003eSystem Analysis (SA) Exercises 498\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 9 Member Loads In Frames And Machines 503\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 Defining and Analyzing Frames 504\u003c\/p\u003e \u003cp\u003eExample 9.1.1 Identify Systems as Trusses or Frames 505\u003c\/p\u003e \u003cp\u003eExample 9.1.2 Planar Frame Analysis 507\u003c\/p\u003e \u003cp\u003eExample 9.1.3 Finding Loads at Frame Supports 509\u003c\/p\u003e \u003cp\u003eExample 9.1.4 Analysis of Frame with Friction 511\u003c\/p\u003e \u003cp\u003eExample 9.1.5 Nonplanar Frame Analysis 512\u003c\/p\u003e \u003cp\u003eExercises 9.1 514\u003c\/p\u003e \u003cp\u003e9.2 Defining and Analyzing Machines 526\u003c\/p\u003e \u003cp\u003eExample 9.2.1 Analysis of a Bicycle Brake 527\u003c\/p\u003e \u003cp\u003eExample 9.2.2 Analysis of a Toggle Clamp 529\u003c\/p\u003e \u003cp\u003eExample 9.2.3 Analysis of a Frictionless Gear Train 531\u003c\/p\u003e \u003cp\u003eExample 9.2.4 Analysis of a Gear Train with Friction 533\u003c\/p\u003e \u003cp\u003eExercises 9.2 535\u003c\/p\u003e \u003cp\u003e9.3 Determinacy and Stability in Frames 543\u003c\/p\u003e \u003cp\u003eExample 9.3.1 Determining Status of a Frame 546\u003c\/p\u003e \u003cp\u003eExercises 9.3 547\u003c\/p\u003e \u003cp\u003e9.4 Just the Facts 549\u003c\/p\u003e \u003cp\u003eSystem Analysis (SA) Exercises 551\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 10 Internal Loads In Beams 557\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 Defining Beams and Recognizing Beam Configurations 558\u003c\/p\u003e \u003cp\u003eExample 10.1.1 Beam Identification 561\u003c\/p\u003e \u003cp\u003eExample 10.1.2 Determine Loads Acting on a Beam 562\u003c\/p\u003e \u003cp\u003eExercises 10.1 564\u003c\/p\u003e \u003cp\u003e10.2 Beam Internal Loads 566\u003c\/p\u003e \u003cp\u003eExample 10.2.1 Internal Loads in a Planar Simply Supported Beam 569\u003c\/p\u003e \u003cp\u003eExample 10.2.2 Internal Loads in a Planar Cantilever Beam 571\u003c\/p\u003e \u003cp\u003eExample 10.2.3 Internal Loads in a Nonplanar Beam 572\u003c\/p\u003e \u003cp\u003eExercises 10.2 574\u003c\/p\u003e \u003cp\u003e10.3 Axial Force, Shear Force, and Bending Moment Diagrams 578\u003c\/p\u003e \u003cp\u003eExample 10.3.1 Shear, Moment, and Axial Force Diagram for a Simply Supported Beam 581\u003c\/p\u003e \u003cp\u003eExample 10.3.2 A Simple Beam with an Applied Moment 583\u003c\/p\u003e \u003cp\u003eExample 10.3.3 Beam with Distributed Load 584\u003c\/p\u003e \u003cp\u003eExample 10.3.4 Simply Supported Beam with an Overhang 586\u003c\/p\u003e \u003cp\u003eExercises 10.3 588\u003c\/p\u003e \u003cp\u003e10.4 Bending Moment Related to Shear Force and Normal Stress 594\u003c\/p\u003e \u003cp\u003eExample 10.4.1 Using the Relationships Between \u003ci\u003eω\u003c\/i\u003e, \u003ci\u003eV\u003c\/i\u003e, and \u003ci\u003eM \u003c\/i\u003e596\u003c\/p\u003e \u003cp\u003eExample 10.4.2 Calculating Beam Normal Stress 598\u003c\/p\u003e \u003cp\u003eExercises 10.4 599\u003c\/p\u003e \u003cp\u003e10.5 Just the Facts 602\u003c\/p\u003e \u003cp\u003eSystem Analysis (SA) Exercises 604\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 11 Internal Loads in Cables 611\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Cables with Point Loads 612\u003c\/p\u003e \u003cp\u003eExample 11.1.1 Flexible Cable with Concentrated Loads 613\u003c\/p\u003e \u003cp\u003eExercises 11.1 615\u003c\/p\u003e \u003cp\u003e11.2 Cables with Distributed Loads 616\u003c\/p\u003e \u003cp\u003eExample 11.2.1 Catenary Curve with Supports at Same Height 621\u003c\/p\u003e \u003cp\u003eExample 11.2.2 Catenary with Supports at Different Elevations 622\u003c\/p\u003e \u003cp\u003eExample 11.2.3 Uniformly Loaded Cable with Supports at Same Height 624\u003c\/p\u003e \u003cp\u003eExample 11.2.4 Uniformly Loaded Cable with Supports at Unequal Heights 625\u003c\/p\u003e \u003cp\u003eExample 11.2.5 Catenary Versus Parabolic 627\u003c\/p\u003e \u003cp\u003eExercises 11.2 628\u003c\/p\u003e \u003cp\u003e11.3 Just the Facts 632\u003c\/p\u003e \u003cp\u003eSystem Analysis (SA) Exercises 637\u003c\/p\u003e \u003cp\u003eAppendix A Selected Topics In Mathematics 641\u003c\/p\u003e \u003cp\u003eAppendix B Physical Quantities 645\u003c\/p\u003e \u003cp\u003eAppendix C Properties of Areas and Volumes 649\u003c\/p\u003e \u003cp\u003eAppendix D Case Study: The Bicycle 655\u003c\/p\u003e \u003cp\u003eAppendix E Case Study: The Golden Gate Bridge 671\u003c\/p\u003e \u003cp\u003eIndex 687\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSheri D. Sheppard\u003c\/b\u003e, Ph.D., is the Carnegie Foundation for the Advancement of Teaching Senior Scholar principally responsible for the Preparations for the Professions Program (PPP) engineering study. She is an Associate Professor of Mechanical Engineering at Stanford University. She received her Ph.D. from the University of Michigan in 1985. Besides teaching both undergraduate and graduate design-related classes at Stanford University, she conducts research on weld fatigue and impact failures, fracture mechanics, and applied finite element analysis.\u003cbr\u003eDr. Sheppard was recently named co-principal investigator on a NSF grant to form the Center for the Advancement of Engineering Education (CAEE), along with faculty at the University of Washington, Colorado School of Mines, and Howard University. She was co-principal investigator with Professor Larry Leifer on a multi-university NSF grant that was critically looking at engineering undergraduate curriculum (Synthesis). In 1999, Sheri was named a fellow of the American Society of Mechanical Engineering (ASME) and the American Association for the Advancement of Science (AAAS). Recently Sheri was awarded the 20 04 ASEE Chester F. Carlson Award in recognition of distinguished accomplishments in engineering education. Before coming to Stanford University, she held several positions in the automotive industry, including senior research engineering at Ford Motor Company's Scientific Research Lab. She also worked as a design consultant, providing companies with structural analysis expertise.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eThalia Anagnos\u003c\/b\u003e, Ph.D., is the Associate Vice President for Graduate and Undergraduate Programs at San Jose State University. She has taught graduate and undergraduate courses in mechanics, structural analysis nd design, probability and reliability, and technical writing. She earned her Ph.D. from Stanford University and has focused much of her research on seismic hazard mitigation. Most recently she was involved in a multi-university study of older nonductile concrete buildings that are vulnerable to collapse in earthquakes. She is the Past-President of the Earthquake Engineering Research Institute (EERI) and served as the co-Leader of Education, Outreach, and Training for the Network for Earthquake Engineering Simulation from 2009 to 2014. She was named as San Jose State's Outstanding Professor in 2011 and received the College of Engineering Applied Materials Award for Excellence in Teaching in 2013.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eSarah L. Billington\u003c\/b\u003e, Ph.D., is professor of Civil \u0026amp; Environmental Engineering at Stanford University where she is a Senior Fellow at the Woods Institute for the Environment and the Milligan Family University Fellow in Undergraduate Education. She teaches undergraduate and graduate design, as well as analysis and materials related classes, and her research focuses on durable and sustainable materials for the built environment. Sarah served as Associate Chair of her Department from 2009-2015. She is a Fellow of the American Concrete Institute and has served on the Board of Directors for the Network for Earthquake Engineering Simulation (NEES Inc., 2006-2009) and the Structural Engineers Association of Northern California (SEAONC, 2012-2014). Prior to joining Stanford's faculty she was Assistant Professor of Civil \u0026amp; Environmental Engineering at Cornell University from 1997 to 2002. She completed her M.S. and Ph.D. at The University of Texas at Austin and her undergraduate degree was from Princeton University.\u003c\/p\u003e","brand":"Wiley","offers":[{"title":"Default Title","offer_id":47989137572069,"sku":"NP9781119725138","price":111.0,"currency_code":"USD","in_stock":false}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/1842\/7735\/files\/9781119725138.jpg?v=1761782948","url":"https:\/\/k12savings.com\/es\/products\/engineering-mechanics-statics-isbn-9781119725138","provider":"K12savings","version":"1.0","type":"link"}