Shear stress (\( \sigma \)) and shear viscosity (\( \eta \)) are plotted as functions of the shear rate (\( \dot{\gamma} \)) for idealized "solid-like with yielding (1)" and "liquid-like (2)" materials.

Associate the shear stress and viscosity plots with the appropriate material responses.
Step 1: Understanding the shear stress plot.
- The plot \( P \) represents the shear stress (\( \sigma \)) as a function of shear rate (\( \dot{\gamma} \)).
- In a material that is "solid-like with yielding" (Option 1), the shear stress increases linearly with the shear rate until a yield point is reached, at which the material starts to flow. This is a typical behavior for materials that have a certain threshold before they begin to flow.
- The plot \( P \) is therefore associated with material response \( 1 \), which corresponds to a "solid-like with yielding" material. Hence, we associate \( P \) with Option 1.
Step 2: Understanding the viscosity plot.
- The plot \( Q \) represents the shear viscosity (\( \eta \)) as a function of shear rate (\( \dot{\gamma} \)).
- A "liquid-like" material shows a typical decrease in viscosity as the shear rate increases, indicating that it flows more easily at higher rates. This is characteristic of materials that do not have a yield point and are more fluid-like.
- The plot \( Q \) aligns with the behavior of a liquid-like material, hence it is associated with Option 2.
Step 3: Analyzing the behavior of \( R \) and \( S \).
- The plot \( R \) for shear viscosity in a liquid-like material exhibits a continuous decrease in viscosity with increasing shear rate.
- The plot \( S \), which shows shear viscosity as a function of shear rate, typically exhibits a constant or near-constant behavior in materials that do not have a yield stress.
- Therefore, both \( R \) and \( S \) correspond to behavior seen in liquid-like materials, and they are associated with Option 2.
Step 4: Conclusion.
By analyzing the plots and understanding the behaviors of the materials, we conclude that the correct association is:
- \( P \) corresponds to "solid-like with yielding," hence \( P-1 \).
- \( Q \) corresponds to "liquid-like," hence \( Q-2 \).
- \( R \) corresponds to "liquid-like," hence \( R-2 \).
- \( S \) corresponds to "liquid-like," hence \( S-2 \).
Final Answer: \text{(B) P-1, Q-2, R-2, S-2}
At 215 °C, the viscosity of a polystyrene of molecular weight 250 × 103 g/mol is 8.0 × 103 Pa·s. The critical molecular weight of polystyrene, \( M_c = 35 \times 10^3 \) g/mol. For a similar polystyrene of molecular weight 500 × 103 g/mol, the viscosity (rounded off to nearest integer) will be \(\underline{\hspace{2cm}}\) × 103 Pa·s.
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)
Two Carnot heat engines (E1 and E2) are operating in series as shown in the figure. Engine E1 receives heat from a reservoir at \(T_H = 1600 \, {K}\) and does work \(W_1\). Engine E2 receives heat from an intermediate reservoir at \(T\), does work \(W_2\), and rejects heat to a reservoir at \(T_L = 400 \, {K}\). Both the engines have identical thermal efficiencies. The temperature \(T\) (in K) of the intermediate reservoir 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).