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0.45 kg collar and spring on circular rod

Short answer

Using conservation of energy between A (release) and B (lowest point), the speed at B is found to be 4.39 m/s. At B, summing radial forces gives the normal reaction between collar and rod as 61.2 N directed toward the centre.

A 0.45 kg collar is attached to a spring and slides without friction along a circular rod in a vertical plane. The spring has an undeformed length of 127 mm and a constant K=146K = 146 N/m. Knowing that the collar is released from being held at A, determine the speed of the collar and the normal force between the collar and the rod as the collar passes through B. [Figure: circular rod of radius rr with centre O; A at the right end of the horizontal diameter, B at the bottom; spring from a wall point C, 178 mm to the left of the circle, to the collar; 127 mm marked on the radius.]

Geometry (read from the figure): radius r=0.127r=0.127 m, centre O. Collar released at A (right end of the horizontal diameter), B is the lowest point. The spring is fixed at C, 0.1780.178 m to the left of the circle, on the horizontal line through O. Take O as origin: A =(0.127,0)=(0.127,0), B =(0,−0.127)=(0,-0.127), C =(−0.305,0)=(-0.305,0). Undeformed length 0.1270.127 m, k=146k=146 N/m, m=0.45m=0.45 kg.

Spring lengths

LA=0.127+0.305=0.432 m ⇒ xA=0.432−0.127=0.305 mLB=0.3052+0.1272=0.3304 m ⇒ xB=0.2034 m\begin{aligned} L_A&=0.127+0.305=0.432\ \text{m}\ \Rightarrow\ x_A=0.432-0.127=0.305\ \text{m}\\ L_B&=\sqrt{0.305^{2}+0.127^{2}}=0.3304\ \text{m}\ \Rightarrow\ x_B=0.2034\ \text{m} \end{aligned}

Speed at B (conservation of energy, datum at B)

mg r+12kxA2=12mvB2+12kxB2mg\,r+\tfrac12kx_A^{2}=\tfrac12mv_B^{2}+\tfrac12kx_B^{2} 0.45(9.81)(0.127)+12(146)(0.305)2=12(0.45)vB2+12(146)(0.2034)20.45(9.81)(0.127)+\tfrac12(146)(0.305)^{2}=\tfrac12(0.45)v_B^{2}+\tfrac12(146)(0.2034)^{2} 0.5607+6.7908=0.225vB2+3.0200 ⇒ vB2=19.25,  vB=4.388 m/s0.5607+6.7908=0.225v_B^{2}+3.0200\ \Rightarrow\ v_B^{2}=19.25,\ \ v_B=4.388\ \text{m/s}

Normal force at B

Spring force Fs=kxB=146(0.2034)=29.69F_s=kx_B=146(0.2034)=29.69 N, directed from B towards C. Its vertical (upward) component is

Fs,y=29.69⋅0.1270.3304=11.41 NF_{s,y}=29.69\cdot\frac{0.127}{0.3304}=11.41\ \text{N}

The horizontal component is tangential, so it does not enter the normal equation. Newton's second law toward the centre O (upward) at B:

N+Fs,y−mg=mvB2rN+F_{s,y}-mg=\frac{mv_B^{2}}{r} N=0.45(19.25)0.127+0.45(9.81)−11.41=68.2+4.41−11.41=61.2 NN=\frac{0.45(19.25)}{0.127}+0.45(9.81)-11.41=68.2+4.41-11.41=61.2\ \text{N}

Answer: vB≈4.39v_B\approx4.39 m/s; normal force N≈61.2N\approx61.2 N acting upward, towards O.

✓ Answer checked by Claude Opus 5.5 (high effort)

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