Density and Pressure — Question 4

Section 14-2 · Physics pages 2078–2079

Question 4 The same pressure can produce unequal forces Two small flat wall patches experience the same uniform fluid pressure p = 60 kPa. Patch A has area 2.0 cm2 and outward normal ˆi; patch B has area 3.0 cm2 and outward normal (3ˆi + 4ˆj)/5. Compute forces exerted by this fluid only. FA FB 2 cm2 3 cm2 Forces act along the different outward wall normals; larger area receives larger force at the same pressure. (a) Find each force vector and their vector sum. (b) Why is neither equal force nor a preferred direction implied by equal pressure?
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Question 4 - Solution The same pressure can produce unequal forces FA FB 2 cm2 3 cm2 (a) Derivation and calculation F = pAˆn, AA = 2.0 × 10−4, AB = 3.0 × 10−4 m2. FA = (60000)(2.0 × 10−4)ˆi = 12ˆi N . FB = 18(3ˆi + 4ˆj)/5 = (10.8ˆi + 14.4ˆj) N . (b) Result and interpretation FA + FB = (22.8ˆi + 14.4ˆj) N . FB/FA = AB/AA = 1.50. Pressure is scalar. Area fixes force magnitude and the local normal fixes direction; equal pressure implies neither equal force nor a preferred spatial direction. Physical check This sum concerns the two specified patches only; external pressure and other vessel walls have not been included.

Question 4

The same pressure can produce unequal forces

Two small flat wall patches experience the same uniform fluid pressure p=60kPap=60\,\mathrm{kPa}. Patch A has area 2.0cm22.0\,\mathrm{cm^2} and outward normal 𝒊̂\hat{\mathbf i}; patch B has area 3.0cm23.0\,\mathrm{cm^2} and outward normal (3𝒊̂+4𝒋̂)/5(3\hat{\mathbf i}+4\hat{\mathbf j})/5. Compute forces exerted by this fluid only.

Diagram shown in the original SVG worksheet.

  1. Find each force vector and their vector sum.

  2. Why is neither equal force nor a preferred direction implied by equal pressure?

Question 4 - Solution

The same pressure can produce unequal forces

Diagram shown in the original SVG worksheet.

(a) Derivation and calculation

𝑭=pA𝒏̂,AA=2.0×10−4,AB=3.0×10−4m2.\mathbf F=pA\hat{\mathbf n},\quad A_A=2.0\times10^{-4},\quad A_B=3.0\times10^{-4}\,\mathrm{m^2}.𝑭A=(60000)(2.0×10−4)𝒊̂=12𝒊̂N.\boxed{\mathbf F_A=(60000)(2.0\times10^{-4})\hat{\mathbf i}=12\hat{\mathbf i}\,\mathrm N}.𝑭B=18(3𝒊̂+4𝒋̂)/5=(10.8𝒊̂+14.4𝒋̂)N.\boxed{\mathbf F_B=18(3\hat{\mathbf i}+4\hat{\mathbf j})/5=(10.8\hat{\mathbf i}+14.4\hat{\mathbf j})\,\mathrm N}.

(b) Result and interpretation

𝑭A+𝑭B=(22.8𝒊̂+14.4𝒋̂)N.\boxed{\mathbf F_A+\mathbf F_B=(22.8\hat{\mathbf i}+14.4\hat{\mathbf j})\,\mathrm N}.FB/FA=AB/AA=1.50.F_B/F_A=A_B/A_A=1.50.Pressure is scalar. Area fixes force magnitude and the local normal fixes direction; equal pressure implies neither equal force nor a preferred spatial direction.

Physical check

This sum concerns the two specified patches only; external pressure and other vessel walls have not been included.