Visual Mechanics Beams and Stress States

Beams. Worksheets. Worksheet 1 - An Introduction to Beam Bending. Worksheet 2 - Understanding Moment Diagrams. Worksheet 3 - How Dr. Beam Works. Touchpoints - Gere & Timoshenko Chapter 4. Beams 1 - What if a Support Does Not Match Its Idealized Conditions? (G&T Section 4.2). Beams 2 - How Does Load Distribution Affect A Beam’s Response? (G&T Section 4.2). Beams 3 - Is There A General Way to Interpret the Moment Sign Convention? (G&T Section 4.3). Beams 4 - What General Process is Used To Solve Problems with Analysis Tools Like Dr. Beam? (G&T Example 4-3). Beams 5 - How do The Shear-Load and Moment-Shear Relations Plot in the Case of Distributed Loading? (G&T Section 4.5). Beams 6 - How do The Shear-Load and Moment-Shear Relations Plot in the Case of Concentrated Loading (G&T Section 4.5). Beams 7 - How do The Shear-Load and Moment-Shear Relations Plot in the Case of Concentrated Moments? (G&T Section 4.5). Beams 8 - How Can I Determine Maximum Moments in the Case of Moving Loads? (G&T Example 4-7). Gere and Timoshenko Chapter 5. Beams 9 - How Special a Case is Pure Bending? (G& T Section 5.2). Beams 10 - Can A Beam Deflect Without Curvature? (G&T Section 5.3). Beams 11 - Can Reduced Loads on A Beam Increase Stresses? (G&T Example 5-4). Beams 12 - How Do Different Support Conditions Effect and Actual Beam Design? (G&T Example 5-5). Beams 13 - How Do Stiffness Efficiency Considerations Enter A Design? (G&T Example 5-6). Beams 14 - How Do I Design a Beam if the Loads Can Move? (G&T Example 5-7). Beams 15 - Do Shear Stresses Ever Govern A Design? (G&T Example 5-12). Gere and Timoshenko Chapter 6. Beams 16 - How Do I Determine Displacements for Beams with Composite Cross-Sections? (G&T Example 6-1). Beams 17 - How Does Stiffness Depend on Materials Choice in A Composite Cross-Section? (G&T Example 6-2). Beams 18 - What Happens When a Beam’s Maximum Moment Reaches Mp? (G&T Section 6.9). Gere and Timoshenko Chapter 9. Beams 19 - What Can an Analytical Solution Tell Me That Dr. Beam Doesn't? (G&T Example 9-1). Beams 20 - What Does Dr. Beam Tell Me That An Analytical Solution Doesn't’? (G&T Example 9-2). Beams 21 - What Does Dr. Beam Tell Me That An Analytical Solution Doesn't’ II? (G&T Example 9-2). Beams 22 - How Could I Verify Superposition Experimentally? (G&T Section 9.5). Beams 23 - Are There Any Other Interesting Features of Multiple Loads Beyond Superposition? (G&T Example 9-6). Beams 24 - Is It Possible to Have Zero Moment at a Point But No Inflection? (G&T Section 9.5). Gere and Timoshenko Chapter 10. Beams 25 - How Do Statically Indeterminate Beams Relate To Statically Determinate Beams? (G&T Section10.2). Beams 26 - What Happens if Fixed Supports are Not Truly Fixed (G&T Example 10-2). Beams 27 - Are There Any Special Design Concerns for Statically Indeterminate Beams (G&T Example 10-3). Beams 28 - How Does A Beam Suspended by A Cable Behave? (G&T Example 10-6). Beams 29. How Do Neighboring Spans Influence One Another In a Continuous Beam? (G&T Section 10.5). Stress States. Gere and Timoshenko Chapters 2 and 3. Stress 1 - What Happens on Inclined Planes in Axial Loading? (G&T section 2.6). Stress 2 - What Happens on Inclined Planes in Torsional Loading (G&T Section 3.3). Stress 3 - What Happens on Inclined Planes with Combined Torsional and Axial Loading? (G&T Section 3.5). Gere and Timoshenko Chapters 7 and 8. Stress 4 - What Is a Tensor? (G&T Section 7.1). Stress 5 - What Do Traction Vectors Look Like? (G&T Section 7.2). Stress 6 - What Happens if I Rotate A Plane Stress State Out of Its Plane? (G&T Section 7.3). Stress 7 - How Does Mohr’s Circle Relate to Stress Block Depictions? (G&T Section 7.4). Stress 8 - Are There Limits to Plane Stress Analysis? (G&T Example 7-5). Stress 9 - Are There Any Handy Ways of Thinking About Triaxial Stress States? (G&T Section 7.6). Stress 10 - What Kinds of Combined Loadings Cause Triaxial Stress States? (G&T Section 8.5).Miller, Gregory R. is the author of 'Visual Mechanics Beams and Stress States' with ISBN 9780534955878 and ISBN 0534955878.