| LIST I | LIST II | ||
| A. | Shear centre | I. | Tension |
| B. | Principal plane | II. | slope |
| C. | Fixed end | III. | Shear stress |
| D. | Middle third Rule | IV. | Twisting |
Choose the most appropriate answer from the options given below:
| LIST I | LIST II | ||
| A. | \(\frac{σ ^2v}{2E}\) | I. | Axial load |
| B. | \(\frac{I^2v}{2G}\) | II. | Bending load |
| C. | \(\frac{I^2v}{4G}\) | III. | Shear load |
| D. | \(∫^l_0\frac{m^2xdx}{2EI}\) | IV. | Torsional load |
Choose the most appropriate answer from the options given below: