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Holt

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A 10.0 kg crate is pulled up a rough incline with an initial speed of 1.5 m/s. ... a. The work done by the Earth's gravity on the crate. ... – PowerPoint PPT presentation

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Title: Holt


1
Holt
  • Problem 5 p. 176

2
State the problem
  • A 10.0 kg crate is pulled up a rough incline with
    an initial speed of 1.5 m/s. The pulling force
    is 100.0 N parallel to the incline, which makes
    an angle of 15.0o with the horizontal. Assuming
    the coefficient of kinetic friction is 0.40 and
    the crate is pulled a distance of 7.5 m, find the
    following

3
State the problem
  • a. The work done by the Earths gravity on the
    crate.
  • b. The work done by the force of friction on the
    crate.
  • c. The work done by the puller on the crate.
  • d. The change in the kinetic energy of the
    crate.
  • e. The speed of the crate after it is pulled 7.5
    m.

4
Make a drawing
100 N
vi1.5 m/s
5
Make a drawing
What is the final velocity after moving the 7.5 m?
vi1.5 m/s
6
Complete the f.b.d
7
Start solving
  • What is the work done by the earths gravity on
    the crate?
  • Work Force x Distance
  • Work - mg sin ? x distance
  • Work - (10.0 kg)(9.81 m/s2)sin 15.00 x 7.5 m
  • Work - 190 J

Notice negative sign
8
b. What is the work done by the force of
friction on the crate? Work Force x
Distance Work - Kinetic friction x
distance Work - (µk x FN) x distance so what
is FN? mg cos ? Work - (0.40 x (10.0
kg)(9.81 m/s2) cos 15.00) x 7.5 m Work - 284
J
Notice negative sign
9
c. What is the work done by the puller on the
crate? Work Force x Distance Work 100 N x 7.5
m Work 750 J
10
d. What is the change in kinetic energy of the
crate? From the work-kinetic energy
theorem WorkNET ?KE KEF KEi From parts a,
b, c WorkNET (- 190 J) (- 284 J) (750
J) WorkNET 276 J Therefore ?KE 276 J
11
  • What is the speed of the crate after it is pulled
    7.5 m?
  • Again, from the Work Kinetic Energy Theorem
  • WorkNET ?KE KEF KEi
  • From part d ?KE 276 J
  • ?KE KEF KEi ½ mvf2 ½ mvi2 ?KE
  • Solve for vf
  • ½ mvf2 ?KE ½ mvi2
  • vf 2 2(?KE ½ mvi2)/m
  • vf 2 2(276J ½ x 10 kg x(1.5 m/s) 2)/10 kg
  • vf 2 57.45
  • vf 7.6 m/s
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