Archimedes' Principle — Question 3

Section 14-6 · Physics pages 2156–2157

Question 3 Freeboard sets a stricter limit than merely staying afloat A rectangular raft has horizontal area A = 2.0 m2, thickness H = 0.20 m and uniform density 600 kg/m3. It floats level in fresh water of density 1000 kg/m3. Cargo is centered, adds negligible submerged volume and must leave at least 0.050 m freeboard. raft f Level raft at the surface; f denotes freeboard. (a) Find the unloaded draft and the maximum cargo mass allowed by the freeboard constraint. (b) How much larger would the cargo limit be if the only requirement were that the top just avoid submergence? Explain the distinction.
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Question 3 - Solution Freeboard sets a stricter limit than merely staying afloat raft f (a) Derivation and calculation mr = ρrAH = (600)(2.0)(.200) = 240 kg. d0 = mr/(ρwA) = .120 m . dmax = H −fmin = .200 −.050 = .150 m. mc,max = ρwAdmax −mr = 1000(2.0)(.150) −240 = 60 kg . (b) Result and interpretation At zero freeboard, mc,0 = ρwAH −mr = 400 −240 = 160 kg. mc,0 −mc,max = 100 kg . The zero-freeboard limit can balance forces but fails the required reserve height. Physical check The unloaded freeboard is .200 −.120 = .080 m, greater than the required .050 m.

Question 3

Freeboard sets a stricter limit than merely staying afloat

A rectangular raft has horizontal area A=2.0m2A=2.0\,\mathrm{m^2}, thickness H=0.20mH=0.20\,\mathrm{m} and uniform density 600kg/m3600\,\mathrm{kg/m^3}. It floats level in fresh water of density 1000kg/m31000\,\mathrm{kg/m^3}. Cargo is centered, adds negligible submerged volume and must leave at least 0.050m0.050\,\mathrm{m} freeboard.

Diagram shown in the original SVG worksheet.

  1. Find the unloaded draft and the maximum cargo mass allowed by the freeboard constraint.

  2. How much larger would the cargo limit be if the only requirement were that the top just avoid submergence? Explain the distinction.

Question 3 - Solution

Freeboard sets a stricter limit than merely staying afloat

Diagram shown in the original SVG worksheet.

(a) Derivation and calculation

mr=ρrAH=(600)(2.0)(.200)=240kg.m_r=\rho_rAH=(600)(2.0)(.200)=240\,\mathrm{kg}.d0=mr/(ρwA)=.120m.\boxed{d_0=m_r/(\rho_wA)=.120\,\mathrm m}.dmax=H−fmin=.200−.050=.150m.d_{\max}=H-f_{\min}=.200-.050=.150\,\mathrm m.mc,max=ρwAdmax−mr=1000(2.0)(.150)−240=60kg.\boxed{m_{c,\max}=\rho_wAd_{\max}-m_r=1000(2.0)(.150)-240=60\,\mathrm{kg}}.

(b) Result and interpretation

At zero freeboard,mc,0=ρwAH−mr=400−240=160kg.m_{c,0}=\rho_wAH-m_r=400-240=160\,\mathrm{kg}.mc,0−mc,max=100kg.\boxed{m_{c,0}-m_{c,\max}=100\,\mathrm{kg}}.The zero-freeboard limit can balance forces but fails the required reserve height.

Physical check

The unloaded freeboard is .200−.120=.080m.200-.120=.080\,\mathrm m, greater than the required .050m.050\,\mathrm m.