The given equation for the gas is: \[ P(v - b) = RT \] This equation indicates that the pressure \( P \) is related to the volume \( v \) and temperature \( T \), where \( b \) is a constant. Now, the specific heat capacity at constant pressure \( c_p \) is defined as: \[ c_p = \left( \frac{\partial h}{\partial T} \right)_P \] where \( h \) is the enthalpy, and the enthalpy \( h = u + Pv \), with \( u \) being the internal energy. From the given relation, we can see that the specific heat capacity at constant pressure will depend on the temperature because it influences the relationship between pressure and volume. Hence, the specific heat capacity is a function of temperature.
Now, let's evaluate the options:
- Option (A): Incorrect. The specific heat at constant pressure is not independent of temperature; it varies with temperature.
- Option (B): Incorrect. The specific heat at constant pressure in this case is not directly influenced by pressure, as the relationship \( P(v - b) = RT \) shows that pressure is related to volume and temperature.
- Option (C): Correct. The specific heat at constant pressure is a function of temperature.
- Option (D): Correct. The specific heat capacity at constant pressure does not depend on the specific volume or pressure for this equation.
Thus, the correct answer is (C) and (D).

Potato slices weighing 50 kg is dried from 60% moisture content (wet basis) to 5% moisture content (dry basis). The amount of dried potato slices obtained (in kg) is ............ (Answer in integer)
A bar of length \( L = 1 \, {m} \) is fixed at one end. Before heating its free end has a gap of \( \delta = 0.1 \, {mm} \) from a rigid wall as shown in the figure. Now the bar is heated resulting in a uniform temperature rise of \( 10^\circ {C} \). The coefficient of linear thermal expansion of the material is \( 20 \times 10^{-6} / \degree C \) and the Young’s modulus of elasticity is 100 GPa. Assume that the material properties do not change with temperature.
The magnitude of the resulting axial stress on the bar is .......... MPa (in integer). 
A massless cantilever beam, with a tip mass \( m \) of 10 kg, is modeled as an equivalent spring-mass system as shown in the figure. The beam is of length \( L = 1 \, {m} \), with a circular cross-section of diameter \( d = 20 \, {mm} \). The Young’s modulus of the beam material is 200 GPa.
The natural frequency of the spring-mass system is ............ Hz (rounded off to two decimal places).
A simply-supported beam has a circular cross-section with a diameter of 20 mm, area of 314.2 mm\(^2\), area moment of inertia of 7854 mm\(^4\), and a length \( L \) of 4 m. A point load \( P = 100 \, {N} \) acts at the center and an axial load \( Q = 20 \, {kN} \) acts through the centroidal axis as shown in the figure.
The magnitude of the offset between the neutral axis and the centroidal axis, at \( L/2 \) from the left, is ............ mm (rounded off to one decimal place).
A simply-supported beam, with a point load \( P = 150 \, {kN} \) at a distance of \( L/3 \) from the left end, is shown in the figure. The elastic-strain energy \( U \) of the beam is given by the following expression:
\[ U = \frac{2}{243} \frac{P^2 L^3}{EI}, \] where the section modulus, \( EI \), is \( 16.66 \times 10^5 \, {Nm}^2 \) and the length of the beam \( L \) is 1 m.
The deflection at the loading point is ............ mm (rounded off to two decimal places).