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11.84: a)<br />

b) The ratio of the added force to the elongation, found from taking the slope of the<br />

graph, doing a least-squares fit to the linear part of the data, or from a casual glance at the<br />

F<br />

4<br />

data gives = 2.00 × 10 N m.<br />

From Eq. (11.10),<br />

∆l<br />

= F l0<br />

4<br />

(3.50 m)<br />

11<br />

Y = (2.00 × 10 N m)<br />

= 1.8×<br />

10 Pa.<br />

3 2<br />

∆l<br />

A<br />

( π (0.35×<br />

10<br />

− m) )<br />

c) The total force at the proportional limit is 20 .0 N + 60 N = 80 N, and the stress at<br />

this limit is<br />

(80 N)<br />

−<br />

π (0.35×<br />

10 m)<br />

3 2 = 2.1×<br />

10<br />

8<br />

Pa.<br />

11.85: a) For the same stress, the tension in wire B must be two times in wire A, and so<br />

the weight must be suspended at a distance ( 2 3)(1.05 m) = 0.70 m from wire A..<br />

b) The product Y A for wire B is ( 4 3)<br />

that of wire B, so for the same strain, the<br />

tension in wire B must be ( 4 3)<br />

that in wire A, and the weight must be 0.45 m from wire<br />

B.<br />

11.86: a) Solving Eq. (11.10) for ∆ l and using the weight for F,<br />

Fl0 ( 1900 N)(15.0 m)<br />

−4<br />

∆l<br />

= =<br />

= 1.8×<br />

10 m.<br />

11<br />

− 4 2<br />

YA (2.0 × 10 Pa)(8.00×<br />

10 m )<br />

b) From Example 5.21, the force that each car exerts on the cable is<br />

2 w 2<br />

F = mω l = w l and so<br />

0<br />

g<br />

0 ,<br />

Fl wω l<br />

∆l<br />

= =<br />

YA gYA<br />

2 2<br />

0 0<br />

( −4<br />

2<br />

2<br />

1900 N)(0.84 rad s) (15.0 m)<br />

=<br />

= 1.9×<br />

10<br />

2<br />

11<br />

− 4 2<br />

(9.80 m s )(2.0×<br />

10 Pa)(8.00×<br />

10 m )<br />

m.

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