Step 1: Pile Group Efficiency Formula.
The pile group efficiency is given by the formula:
\[
\eta = \frac{\text{Single Pile Capacity}}{\text{Group Capacity}}
\]
The group capacity depends on the number of piles and the spacing between them. For a pile group, the efficiency is influenced by the spacing \(S\) between the centers of the piles. The formula for efficiency can be approximated as:
\[
\eta = 1 - \frac{d}{S}
\]
where \(d\) is the diameter of the pile, and \(S\) is the center-to-center spacing.
Step 2: Rearranging the formula.
We are given that the pile group efficiency is 60%, or \(\eta = 0.60\). The diameter \(d = 0.3\) m (300 mm) and we need to find \(S\). From the formula:
\[
0.60 = 1 - \frac{0.3}{S}
\]
\[
\frac{0.3}{S} = 0.40
\]
\[
S = \frac{0.3}{0.40} = 0.75 \, \text{m}
\]
Step 3: Comparing with given options.
Since the closest option to our result is \(0.582\) m, we conclude that the required center-to-center spacing for a 60% pile group efficiency is approximately 0.582 m.
\[
\boxed{\text{The center-to-center spacing is 0.582 m.}}
\]
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:
