Uniform Circular Motion — Question 7

Section 6-4 · Physics pages 844–845

Question 7 A crest and a dip require opposite normal-force corrections Take g = 10 m/s2. A 50 kg rider moves at 10 m/s through two separate smooth road segments, each with local curvature radius 20 m: the top of a convex crest and the bottom of a concave dip. Treat the rider and vehicle support as a particle model with vertical road normal at these points. crest dip Local profile sketches; arrows identify inward curvature directions, not additional forces. (a) Find the normal force on the rider at the crest and at the dip. (b) Find the crest speed at which the normal force first reaches zero. (c) Why can the road not enforce the circular crest path above that speed without a restraint?
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Question 7 - Solution A crest and a dip require opposite normal-force corrections crest dip (a) Choose the local inward direction. The local inward acceleration has magnitude v2/r = 100/20 = 5 m/s2. At the crest inward is downward; at the dip it is upward: Ncrest = mg −mv2 r = 500 −250 = 250 N , Ndip = mg + mv2 r = 500 + 250 = 750 N . (b) Find the contact boundary. The crest contact boundary satisfies Ncrest = m ( g −v2 r ) = 0. vc = √gr = √ 200 = 10 √ 2 = 14.142 m/s . (c) Reject a negative contact force. For v > vc, the prescribed-path equation would demand N = m ( g −v2 r ) < 0. An ordinary road below the rider supplies only N ≥0. Without a restraint, contact is lost and the rider follows a different trajectory; the negative formal normal is not a physical contact force.

Question 7

A crest and a dip require opposite normal-force corrections

Take g=10g=10 m/s2^2. A 50 kg rider moves at 10 m/s through two separate smooth road segments, each with local curvature radius 20 m: the top of a convex crest and the bottom of a concave dip. Treat the rider and vehicle support as a particle model with vertical road normal at these points.

Diagram shown in the original SVG worksheet.

  1. Find the normal force on the rider at the crest and at the dip.

  2. Find the crest speed at which the normal force first reaches zero.

  3. Why can the road not enforce the circular crest path above that speed without a restraint?

Question 7 - Solution

A crest and a dip require opposite normal-force corrections

Diagram shown in the original SVG worksheet.

(a) Choose the local inward direction.

The local inward acceleration has magnitude v2/r=100/20=5v^2/r=100/20=5 m/s2^2. At the crest inward is downward; at the dip it is upward: Ncrest=mg−mv2r=500−250=250N,\boxed{N_{\mathrm{crest}}=mg-\frac{mv^2}{r}=500-250=250\ \mathrm N}, Ndip=mg+mv2r=500+250=750N.\boxed{N_{\mathrm{dip}}=mg+\frac{mv^2}{r}=500+250=750\ \mathrm N}.

(b) Find the contact boundary.

The crest contact boundary satisfies Ncrest=m(g−v2r)=0.N_{\mathrm{crest}}=m\left(g-\frac{v^2}{r}\right)=0. vc=gr=200=102=14.142m/s.\boxed{v_c=\sqrt{gr}=\sqrt{200}=10\sqrt2=14.142\ \mathrm{m/s}}.

(c) Reject a negative contact force.

For v>vcv>v_c, the prescribed-path equation would demand N=m(g−v2r)<0.N=m\left(g-\frac{v^2}{r}\right)<0. An ordinary road below the rider supplies only N≥0N\geq0. Without a restraint, contact is lost and the rider follows a different trajectory; the negative formal normal is not a physical contact force.