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11.61: a) Taking torques about the hinged end of the pole<br />

( 200 N)(2.50 m) (600 N) × (5.00 m) − T (5.00 m) = 0 . Therefore the y-component of<br />

the tension is<br />

T<br />

x<br />

=<br />

attached is<br />

T<br />

y<br />

(1000 N)<br />

2<br />

+<br />

y<br />

= 700 N . The x-component of the tension is then<br />

− (700 N)<br />

(<br />

714<br />

2<br />

= 714 N . The height above the pole that the wire must be<br />

700<br />

5.00 m) = 4.90 m . b) The y-component of the tension remains 700 N and<br />

4.90 m<br />

the x-component becomes ( 714 N)<br />

4.40 m<br />

(795 N)<br />

2<br />

2<br />

+ (700 N) = 1059 N, an increase of 59 N.<br />

= 795 N , leading to a total tension of<br />

11.62: A and B are straightforward, the tensions being the weights suspended;<br />

2<br />

2<br />

ΤA = (0.0360 kg)(9.80 m s ) = 0.353 N, TB<br />

= (0.0240 kg + 0.0360 kg)(9.80 m s ) = 0.588 N.<br />

To find T C<br />

and T D<br />

, a trick making use of the right angle where the strings join is available;<br />

use a coordinate system with axes parallel to the strings. Then,<br />

T<br />

C<br />

= TB<br />

cos 36.9°<br />

= 0.470 N, TD<br />

= TB<br />

cos 53.1°<br />

= 0.353 N, To find T<br />

E<br />

, take torques about<br />

the point where string F is attached;<br />

T (1.000 m) = T sin 36.9°<br />

(0.800 m) + T sin 53.1°<br />

(0.200 m)<br />

so T<br />

E<br />

D<br />

2<br />

+ (0120 . kg)(9.<br />

80 m s )(0.<br />

500 m)<br />

= 0.833 N ⋅ m,<br />

E<br />

= 0.833 N. TF<br />

may be found similarly, or from the fact that T<br />

E<br />

+ TF<br />

C<br />

must be the<br />

2<br />

total weight of the ornament. (0.180 kg)(9.80 m s ) 1.76 N, from which T = 0.931 N.<br />

=<br />

F<br />

11.63: a) The force will be vertical, and must support the weight of the sign, and is 300<br />

N. Similarly, the torque must be that which balances the torque due to the sign’s weight<br />

about the pivot, ( 300 N)(0.75 m) = 225 N ⋅ m . b) The torque due to the wire must balance<br />

the torque due to the weight, again taking torques about the pivot. The minimum tension<br />

occurs when the wire is perpendicular to the lever arm, from one corner of the sign to the<br />

2<br />

2<br />

other. Thus, T (1.50 m) + (0.80 m) = 225 N ⋅ m, or T = 132 N. The angle that the wire<br />

0.80<br />

makes with the horizontal is 90° − arctan ( ) = 62.0°<br />

.<br />

1.50<br />

Thus, the vertical component of<br />

the force that the pivot exerts is (300 N) –(132 N) sin 62 .0° = 183 N and the horizontal<br />

force is ( 132 N)cos62. 0°<br />

= 62 N , for a magnitude of 193 N and an angle of 71 ° above<br />

the horizontal.

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