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11.79: a) Take torques about the point where wheel B is in contact with the track. With<br />

respect to this point, the weight exerts a counterclockwise torque and the applied force<br />

and the force of wheel A both exert clockwise torques. Balancing torques,<br />

F<br />

A<br />

(2.00 m) + ( F)(1.60 m) = (950 N)(1.00 m). Using<br />

F = µ<br />

k<br />

w = 494 N, FA<br />

= 80 N, and FB<br />

= w − FA<br />

= 870 N. b) Again taking torques about the<br />

point where wheel B is in contact with the tract, and using<br />

F = 494 N as in part (a), (494 N) h = (950 N)(1.00N), so h = 1.92 m.<br />

11.80: a) The torque exerted by the cable about the left end is TLsin θ . For any angle<br />

θ , sin(180° − θ ) = sinθ,<br />

so the tension T will be the same for either angle. The horizontal<br />

component of the force that the pivot exerts on the boom will be<br />

1<br />

T cosθ<br />

or Tcos (180° − θ ) = −T<br />

cosθ<br />

. b) From the result of part (a), T α sin<br />

, and this<br />

θ<br />

becomes infinite as θ → 0 or → 180°<br />

. Also, c), the tension is a minimum when sin θ is a<br />

maximum, or θ = 90° , a vertical string. d) There are no other horizontal forces, so for the<br />

boom to be in equilibrium, the pivot exerts zero horizontal force on the boom.<br />

11.81: a) Taking torques about the contact point on the ground,<br />

T ( 7.0 m)sinθ<br />

= w(4.5<br />

m)sinθ,<br />

so T = (0.<br />

64) w = 3664 N. The ground exerts a vertical<br />

force on the pole, of magnitude w − T = 2052 N . b) The factor of sin θappears in both<br />

terms of the equation representing the balancing of torques, and cancels.<br />

11.82: a) Identifying x with ∆l<br />

in Eq. (11.10), k = Y A .<br />

2<br />

2<br />

b) 1 2) kx = Y Ax 2l<br />

.<br />

(<br />

0<br />

l 0<br />

11.83: a) At the bottom of the path the wire exerts a force equal in magnitude to the<br />

centripetal acceleration plus the weight,<br />

2<br />

2<br />

3<br />

F = m(((2.00<br />

rev s)(2π<br />

rad rev)) (0.50 m) + 9.80 m s ) = 1.07 × 10 N.<br />

From Eq. (11.10), the elongation is<br />

3<br />

(1.07 × 10 N)(0.50 m)<br />

= 5.5 mm.<br />

11<br />

− 4 2<br />

(0.7 × 10 Pa)(0.014×<br />

10 m )<br />

b) Using the same equations, at the top the force is 830 N, and the elongation is<br />

0.0042 m.

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