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11.53: a) Take the torque exerted by F r 2<br />

to be positive; the net torque is then<br />

− F<br />

1( x)sin<br />

φ + F2<br />

( x + l)sin<br />

φ = Flsinφ,<br />

where F is the common magnitude of the forces.<br />

b) τ<br />

1<br />

= −(14.0 N)(3.0 m)sin 37°<br />

= −25.3 N ⋅ m, keeping an extra figure, and<br />

τ<br />

2<br />

= (14.0 N)(4.5 m)sin 37°<br />

= 37.9 N ⋅ m, and the net torque is 12.6 N ⋅ m. About point<br />

P, τ<br />

1<br />

= (14.0 N)(3.0 m)(sin 37°<br />

) = 25.3 N ⋅ m, and<br />

τ<br />

2<br />

= ( −14.0 N)(1.5 m)(sin 37°<br />

) = −12.6 N ⋅ m, and the net torque is 12.6 N ⋅ m. The<br />

result of part (a) predicts ( 14.0 N)(1.5 m)sin 37° , the same result.<br />

11.54: a) Take torques about the pivot. The force that the ground exerts on the ladder is<br />

given to be vertical, and F (6.0 m)sinθ<br />

(250 N)(4.0 m) sinθ<br />

V<br />

=<br />

+ ( 750 N)(1.50 m)sinθ , so F = V<br />

354 N. b) There are no other horizontal forces on the<br />

ladder, so the horizontal pivot force is zero. The vertical force that the pivot exerts on the<br />

ladder must be ( 750 N) + (250 N) − (354 N) = 646 N, up, so the ladder exerts a downward<br />

force of 646 N on the pivot. c) The results in parts (a) and (b) are independent of θ.<br />

11.55: a) V = mg + w and H = T.<br />

To find the tension, take torques about the pivot<br />

point. Then, denoting the length of the strut by L ,<br />

⎛ 2 ⎞ ⎛ 2 ⎞ ⎛ L ⎞<br />

T⎜<br />

L⎟<br />

sinθ<br />

= w⎜<br />

L⎟<br />

cosθ<br />

+ mg⎜<br />

⎟ cosθ,<br />

or<br />

⎝ 3 ⎠ ⎝ 3 ⎠ ⎝ 6 ⎠<br />

⎛ mg ⎞<br />

T = ⎜ w + ⎟ cotθ.<br />

⎝ 4 ⎠<br />

b) Solving the above for w , and using the maximum tension for T ,<br />

mg<br />

2<br />

w = T tanθ<br />

− = (700 N) tan55.<br />

0° − (5.0 kg)(9.80 m s ) = 951 N.<br />

4<br />

c) Solving the expression obtained in part (a) for tan θ and letting<br />

mg<br />

ω → 0,<br />

tanθ<br />

= = 0.700, so θ = 4.<br />

00°<br />

.<br />

4<br />

T

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