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.
\[
\boxed{+0^\circ 30' 00''}
\]
Consider a reinforced concrete beam section of 350 mm width and 600 mm depth. The beam is reinforced with the tension steel of 800 mm\(^2\) area at an effective cover of 40 mm. Consider M20 concrete and Fe415 steel. Let the stress block considered for concrete in IS 456:2000 be replaced by an equivalent rectangular stress block, with no change in (a) the area of the stress block, (b) the design strength of concrete (at the strain of 0.0035), and (c) the location of neutral axis at flexural collapse.
The ultimate moment of resistance of the beam (in kN.m) is ___________ (round off to the nearest integer).
Two soils of permeabilities \( k_1 \) and \( k_2 \) are placed in a horizontal flow apparatus, as shown in the figure. For Soil 1, \( L_1 = 50 \, {cm} \), and \( k_1 = 0.055 \, {cm/s} \); for Soil 2, \( L_2 = 30 \, {cm} \), and \( k_2 = 0.035 \, {cm/s} \). The cross-sectional area of the horizontal pipe is 100 cm², and the head difference (\( \Delta h \)) is 150 cm. The discharge (in cm³/s) through the soils is ........ (rounded off to 2 decimal places).

The most suitable test for measuring the permeability of clayey soils in the laboratory is ___________.
Consider the beam ACDEB given in the figure. Which of the following statements is/are correct:
