1. | \(\dfrac{3 M g l}{A Y}\) | 2. | \(\dfrac{2 M g l}{A Y}\) |
3. | \(\dfrac{3 M g l}{2 A Y}\) | 4. | \(\dfrac{M g l}{A Y}\) |
1. | no stress. | 2. | compressive stress. |
3. | tensile stress. | 4. | shear stress. |
1. | 2. | ||
3. | 4. |
1. | \(1\) | 2. | \(2\) |
3. | \(\sqrt 2\) | 4. | \(\dfrac12\) |
1. | \(B_1\) | 2. | \(2B_1\) |
3. | \( \dfrac {B_1}{2}\) | 4. | \(\dfrac {B_1}{\sqrt 2}\) |
1. | \(2\) | 2. | \(\dfrac14\) |
3. | \(\dfrac18\) | 4. | \(\dfrac1{2\sqrt2}\) |
1. | (stress)2 × strain | 2. | stress × strain |
3. | \(\dfrac12\) × stress × strain | 4. | stress × (strain)2 |
1. | larger in the rod with a larger Young's modulus |
2. | larger in the rod with a smaller Young's modulus |
3. | equal in both the rods |
4. | negative in the rod with a smaller Young's modulus |