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11.18: a) Denote the length of the boom by L, and take torques about the pivot point.<br />

The tension in the guy wire is found from<br />

TL sin 60° = (5000 N) L cos 60.0° + (2600 N)(0.35 L)<br />

cos 60.0°<br />

,<br />

so T = 3.14 kN. The vertical force exerted on the boom by the pivot is the sum of the<br />

⎛ Fv<br />

⎞<br />

weights, 7.06 kN and the horizontal force is the tension, 3.14 kN. b) No; tan<br />

⎜ ≠ 0.<br />

F<br />

⎟<br />

⎝ H ⎠<br />

11.19: To find the tension TL<br />

in the left rope, take torques about the point where the<br />

rope at the right is connected to the bar. Then,<br />

T<br />

L<br />

( 3.00 m) sin150° = (240 N)(1.50 m) + (90 N)(0.50 m), so TL<br />

= 270 N. The vertical<br />

component of the force that the rope at the end exerts must be<br />

( 330 N) − (270 N) sin 150°<br />

= 195 N, and the horizontal component of the force is<br />

− ( 270 N) cos150°<br />

, so the tension is the rope at the right is T = 304<br />

R<br />

N. and θ = 39.9°<br />

.<br />

11.20: The cable is given as perpendicular to the beam, so the tension is found by<br />

taking torques about the pivot point;<br />

T ( 3.00 m) = (1.00 kN)(2.00 m) cos 25.0° + (5.00 kN)(4.50 m) cos 25.0°<br />

, or T = 7.40 kN.<br />

The vertical component of the force exerted on the beam by the pivot is the net weight<br />

minus the upward component of T , 6.00 kN − T cos 25.0°<br />

= 0.17 kN. The horizontal force<br />

is T sin 25.0°<br />

= 3.13 kN.<br />

11.21: a) F1 ( 3.00 m) − F2<br />

(3.00 m + l)<br />

= (8.00 N)( −l).<br />

This is given to have a<br />

magnitude of 6 .40 N.m, so l = 0.80m.<br />

b) The net torque is clockwise, either by<br />

considering the figure or noting the torque found in part (a) was negative. c) About the<br />

point of contact of F 2,<br />

the torque due to F 1 is − F1<br />

l,<br />

and setting the magnitude of this<br />

torque to 6 .40 N ⋅ m gives l = 0.80 m, and the direction is again clockwise.<br />

11.22: From Eq. (11.10),<br />

= l<br />

0.200 m)<br />

Y F = F<br />

= (1333 m<br />

− 2<br />

−4<br />

2<br />

∆lΑ<br />

(3.0 × 10 m)(50.0×<br />

10 m )<br />

F<br />

0 ( −2<br />

4<br />

Then, F = 25.0 N corresponds to a Young’s modulus of 3.3× 10 Pa, and F = 500 N<br />

corresponds to a Young’s modulus of 6.7 × 10<br />

5<br />

Pa.<br />

).

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