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ENGR2140 Final Bonus
| Question | Answer |
|---|---|
| W-section shape | I-beam but flanges are much wider than the beam |
| What three assumptions must be satisfied in order to apply the bending moment equations discussed in class? | - Beam is initially straight and prismatic (uniform cross-section) - Linear stress-strain relationship (Hooke's Law applies) - At least one axis of symmetry |
| Saint Venant's principle & corresponding assumption | Assume that the object is very long compared to its width and that long members are required |
| Normal strain | % elongation along a given axis |
| Shear strain | change in a reference angle |
| What does it mean for a material model to be elastic perfectly-plastic? | The material is assumed to have no residual elasticity after yielding. It still has elasticity, but the stress-strain curve is flat after yield |
| When could 2d plane stress occur in a 3d solid | when a surface element has no external load |
| Isotropic | To possess identical mechanical properties in all directions (yield strength, stiffness (Young's Modulus), toughness) |
| Axial strain | Dimensionless ratio calculated by the change in length over total length |
| Lateral strain | Dimensionless ratio calculated by change in diameter over diameter |