Step 1: Formula for vertical collimation error.
When direct and reversed zenith angles are observed, the condition for perfect collimation is:
\[
Z_d + Z_r = 360^\circ
\]
where $Z_d =$ direct reading, $Z_r =$ reversed reading.
If this sum is not exactly $360^\circ$, the deviation indicates collimation error.
Step 2: Apply the given data.
\[
Z_d = 56^\circ 00' 00'', Z_r = 303^\circ 00' 00''
\]
So,
\[
Z_d + Z_r = 56^\circ + 303^\circ = 359^\circ 00' 00''
\]
Step 3: Find the deviation.
For perfect collimation: $Z_d + Z_r = 360^\circ 00' 00''$.
Here, the actual sum is $359^\circ 00' 00''$.
Hence, there is a shortfall of:
\[
360^\circ - 359^\circ = 1^\circ 00' 00''
\]
Step 4: Correction formula.
Vertical collimation correction $= \dfrac{\text{error}}{2} = \dfrac{1^\circ 00' 00''}{2} = 0^\circ 30' 00''$.
Since the observed sum is less than $360^\circ$, the correction is taken as positive.
\[
\boxed{+0^\circ 30' 00''}
\]
The figures, I, II, and III are parts of a sequence. Which one of the following options comes next in the sequence as IV?
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).