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11.49: The horizontal component of the force exerted on the bar by the hinge must<br />

balance the applied force F r , and so has magnitude 120.0 N and is to the left. Taking<br />

torques about point A , (120.0 N)(4.00 m) + FV<br />

(3.00 m), so the vertical component is<br />

− 160 N , with the minus sign indicating a downward component, exerting a torque in a<br />

direction opposite that of the horizontal component. The force exerted by the bar on the<br />

hinge is equal in magnitude and opposite in direction to the force exerted by the hinge on<br />

the bar.<br />

11.50: a) The tension in the string is w = 50 2<br />

N, and the horizontal force on the bar<br />

must balance the horizontal component of the force that the string exerts on the bar, and<br />

is equal to ( 50 N) sin 37° = 30 N, to the left in the figure. The vertical force must be<br />

⎛ 50 N ⎞<br />

2<br />

2<br />

(50 N) cos 37°<br />

+ 10 N = 50 N, up. b) arctan<br />

⎜ = 59°<br />

.c) (30 N) + (50 N) = 58 N.<br />

30 N<br />

⎟<br />

⎝ ⎠<br />

d) Taking torques about (and measuring the distance from) the left end,<br />

( 50 N) x = (40 N)(5.0 m) , so x = 4.0 m , where only the vertical components of the<br />

forces exert torques.<br />

11.51: a) Take torques about her hind feet. Her fore feet are 0.72 m from her hind feet,<br />

(190 N) (0.28 m)<br />

and so her fore feet together exert a force of = 73.9 N, so each foot exerts a<br />

(0.72 m)<br />

force of 36.9 N, keeping an extra figure. Each hind foot then exerts a force of 58.1 N.<br />

b) Again taking torques about the hind feet, the force exerted by the fore feet is<br />

(190 N) (0.28 m) + (25 N) (0.09 m)<br />

= 105.1 N,<br />

0.72 m<br />

so each fore foot exerts a force of 52.6 N and each hind<br />

foot exerts a force of 54.9 N.<br />

11.52: a) Finding torques about the hinge, and using L as the length of the bridge and<br />

w and w for the weights of the truck and the raised section of the bridge,<br />

T<br />

B<br />

( 3<br />

1<br />

L) cos 30° + w ( L) cos °<br />

TL sin 70° = wT<br />

B<br />

30<br />

4<br />

2<br />

, so<br />

T<br />

=<br />

3 1<br />

( m + m )<br />

4<br />

T<br />

2<br />

9.80 m s<br />

sin 70°<br />

)cos 30°<br />

= 2.57 × 10<br />

2<br />

B<br />

( 5<br />

N.<br />

T Vertical: w + w − T sin 40°<br />

5<br />

b) Horizontal: cos( 70° − 30°<br />

) = 197 . × 10 N.<br />

= 2.46×<br />

10<br />

5<br />

N.<br />

T<br />

B

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