Conservation of Mechanical Energy — Question 1

Section 8-4 · Physics pages 1072–1073

Question 1 Speed on a track with intervening valleys Neglect friction and air resistance, take g = 10 m/s2, and treat all stated guides as fixed. A 2 kg bead is constrained to a smooth fixed wire. At A, height 5 m, its speed is 2 m/s. It later reaches B at height 2 m after passing through a valley. The wire has no point above A between them. A B Schematic fixed wire; the bead is constrained to remain on it. (a) Find mechanical energy with U=0 at height zero. (b) Find speed at B. (c) Explain why valley depth and normal-force magnitude do not enter this speed calculation.
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Question 1 - Solution Speed on a track with intervening valleys A B (a) Include the initial kinetic energy. Include both initial energy stores: E = KA + UA = 1 2(2)(2)2 + 2(10)(5) = 104 J . (b) Subtract the final potential. At B, UB = 2(10)(2) = 40 J, hence KB = 104 −40 = 64 J, vB = √ 2KB/m = 8 m/s . (c) Use the work of the constraint. The fixed smooth constraint does no work: WN = ∫⃗ N · d⃗r = 0, E = constant. Valley depth changes intermediate speeds and forces, not the final energy difference. Since U ≤100 J along the route, K ≥4 J and no energy barrier intervenes.

Question 1

Speed on a track with intervening valleys

Neglect friction and air resistance, take g=10g=10 m/s2^2, and treat all stated guides as fixed. A 2 kg bead is constrained to a smooth fixed wire. At A, height 5 m, its speed is 2 m/s. It later reaches B at height 2 m after passing through a valley. The wire has no point above A between them.

Diagram shown in the original SVG worksheet.

  1. Find mechanical energy with U=0 at height zero.

  2. Find speed at B.

  3. Explain why valley depth and normal-force magnitude do not enter this speed calculation.

Question 1 - Solution

Speed on a track with intervening valleys

Diagram shown in the original SVG worksheet.

(a) Include the initial kinetic energy.

Include both initial energy stores: E=KA+UA=12(2)(2)2+2(10)(5)=104J.\boxed{E=K_A+U_A=\tfrac12(2)(2)^2+2(10)(5)=104\ \mathrm J}.

(b) Subtract the final potential.

At B, UB=2(10)(2)=40U_B=2(10)(2)=40 J, hence KB=104−40=64J,vB=2KB/m=8m/s.K_B=104-40=64\ \mathrm J,\qquad\boxed{v_B=\sqrt{2K_B/m}=8\ \mathrm{m/s}}.

(c) Use the work of the constraint.

The fixed smooth constraint does no work: WN=∫N→⋅dr→=0,E=constant.W_N=\int\vec N\cdot d\vec r=0,\qquad E=\text{constant}. Valley depth changes intermediate speeds and forces, not the final energy difference. Since U≤100U\leq100 J along the route, K≥4K\geq4 J and no energy barrier intervenes.