After applying the correction for elevation and temperature, the runway length is 700 m.
The corrected runway length (in m) for an effective gradient of 1% is __________ (round off to the nearest integer).
Given: Corrected runway length after applying elevation and temperature corrections: \[ l = 700 { m},\quad {Gradient} = 1\% \] According to standards, for every 1% gradient, the runway length increases by 20%. \[ {Correction} = 700 \times \frac{20}{100} = 140 \] \[ {Corrected length} = 700 + 140 = 840 { m} \] \[ {Or simply: } 700 \times 1.2 = 840 { m} \] Hence, the final corrected length is \( \boxed{840 { m}} \).
For the beam and loading shown in the figure, the second derivative of the deflection curve of the beam at the mid-point of AC is given by \( \frac{\alpha M_0}{8EI} \). The value of \( \alpha \) is ........ (rounded off to the nearest integer).
In levelling between two points A and B on the opposite banks of a river, the readings are taken by setting the instrument both at A and B, as shown in the table. If the RL of A is 150.000 m, the RL of B (in m) is ....... (rounded off to 3 decimal places).