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The volume of brick is 2.197L. The subme...

The volume of brick is 2.197L. The submerged brick is balanced by a 2.54 kg mass on the beam scale. The weight of the brick is

A

46 N

B

50 N

C

56 N

D

72 N

Text Solution

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The correct Answer is:
To find the weight of the brick, we can follow these steps: ### Step 1: Understand the balance of forces When the brick is submerged in water, the weight of the brick (W) is balanced by the buoyant force (F_b) acting on it and the weight of the mass (m) on the other side of the beam scale. This can be expressed as: \[ W - F_b = m \cdot g \] Where: - \( W \) is the weight of the brick - \( F_b \) is the buoyant force - \( m \) is the mass on the beam scale (2.54 kg) - \( g \) is the acceleration due to gravity (approximately 9.8 m/s²) ### Step 2: Calculate the buoyant force The buoyant force can be calculated using Archimedes' principle: \[ F_b = \rho \cdot V \cdot g \] Where: - \( \rho \) is the density of the fluid (water, in this case, which is approximately \( 1000 \, \text{kg/m}^3 \)) - \( V \) is the volume of the brick in cubic meters (2.197 L = 2.197 × 10^-3 m³) - \( g \) is the acceleration due to gravity (approximately 9.8 m/s²) Substituting the values: \[ F_b = 1000 \, \text{kg/m}^3 \cdot (2.197 \times 10^{-3} \, \text{m}^3) \cdot (9.8 \, \text{m/s}^2) \] ### Step 3: Calculate the buoyant force value Calculating the buoyant force: \[ F_b = 1000 \cdot 2.197 \times 10^{-3} \cdot 9.8 \] \[ F_b = 21.54 \, \text{N} \] ### Step 4: Substitute back to find the weight of the brick Now, we can substitute \( F_b \) back into the equation from Step 1: \[ W = F_b + m \cdot g \] Where \( m \cdot g = 2.54 \, \text{kg} \cdot 9.8 \, \text{m/s}^2 \): \[ m \cdot g = 24.892 \, \text{N} \] Now substituting the values: \[ W = 21.54 \, \text{N} + 24.892 \, \text{N} \] \[ W = 46.432 \, \text{N} \] ### Step 5: Round to appropriate significant figures Rounding to two decimal places, we get: \[ W \approx 46 \, \text{N} \] ### Final Answer The weight of the brick is approximately **46 N**. ---
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