Answer:
w = -0.475N
Explanation:
[tex]K.E_{a} + P.E_{a} + W_{fr} = K.E_{b} + P.E_{b}\\K.E = 0.5mv^{2} \\Normal force at point B, N_{B} = 0.665N\\Normal force at point A, N_{A} = 3.85N\\[/tex]
To get Va and Vb
[tex]F = mv_{A} ^{2} /R................(1)\\F = N_{A} - mg.........................(2)\\mv_{A} ^{2} /R = N_{A} - mg\\v_{A} ^{2} = R (N_{A}/m - g)\\v_{A} = \sqrt{ R (N_{A}/m - g)}[/tex]
R = 0.525 m
m = 0.0350 kg
g = 9.8 m/s²
[tex]v_{A}= \sqrt{0.525(3.85 /0.0350 - 9.8)} \\v_{A} = 7.25 m/s[/tex]
K.Ea = 0.5 * 0.035 * 7.25²
K.Ea = 0.92 J
Since point A is at the bottom of the path, h = 0 m
P.Ea = 0 m
For Vb
[tex]F = mv_{B} ^{2} /R................(1)\\F = N_{B} - mg.........................(2)\\mv_{B} ^{2} /R = N_{B} - mg\\v_{B} ^{2} = R (N_{B}/m - g)\\v_{B} = \sqrt{ R (N_{B}/m - g)}[/tex]
[tex]N_{B} = 0.665N[/tex]
[tex]v_{B}= \sqrt{0.525(0.665 /0.0350 - 9.8)} \\v_{B} = 2.198 m/s[/tex]
[tex]K.E_{B} = 0.5* 0.035 * 2.198^{2} \\K.E_{B} = 0.085 J[/tex]
[tex]P.E_{B} = mgh_{B} \\h_{B} = A diameter = 2R = 2 * 0.525\\h_{B} = 1.05 m\\P.E_{B} = 0.035 * 9.8 * 1.05\\P.E_{B} =0.36 J[/tex]
[tex]from K.E_{a} + P.E_{a} + W_{fr} = K.E_{b} + P.E_{b}[/tex]
[tex]0.92 + w_{fr} + 0 = 0.085 + 0.36\\ w_{fr} = -0.475J[/tex]