A wedge M and a block N are subjected to forces P and Q as shown in the figure. If force P is sufficiently large, then the block N can be raised. The weights of the wedge and the block are negligible compared to the forces P and Q. The coefficient of friction \( \mu \) along the inclined surface between the wedge and the block is 0.2. All other surfaces are frictionless. The wedge angle is 30°. 
The limiting force \( P \), in terms of \( Q \), required for impending motion of block N to just move it in the upward direction is given as \( P = \alpha Q \). The value of the coefficient \( \alpha \) (round off to one decimal place) is:
Step 1: Analyze the forces on the block N.
The frictional force acting on the block due to the surface of the wedge is given by:
\[
F_f = \mu N,
\]
where \( N \) is the normal force, which is the component of the weight of the block perpendicular to the surface of the wedge.
Step 2: Resolve the forces along the direction of the incline.
The forces acting along the inclined plane include the applied force \( P \) and the frictional force \( F_f \), while the weight of the block \( Q \) can be resolved into components along and perpendicular to the plane.
Using equilibrium conditions and solving the force balance equations, we get the relationship between \( P \) and \( Q \) in terms of the coefficient of friction and the wedge angle.
Step 3: Solve for \( \alpha \).
After solving, we find that the value of \( \alpha \) is approximately 0.9.
Final Answer: \[ \boxed{0.9}. \]
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).

Consider the beam ACDEB given in the figure. Which of the following statements is/are correct:

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).
The most suitable test for measuring the permeability of clayey soils in the laboratory is ___________.