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479 Horizontal Motion: The horizontal component of velocity ... - Wuala

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91962_05_R1_p0<strong>479</strong>-0512 6/5/09 3:56 PM Page 512<br />

© 2010 Pearson Education, Inc., Upper Saddle River, NJ. All rights reserved. This material is protected under all copyright laws as they currently<br />

exist. No portion <strong>of</strong> this material may be reproduced, in any form or by any means, without permission in writing from the publisher.<br />

R1–49. Determine the speed <strong>of</strong> the automobile if it has the<br />

acceleration shown and is traveling on a road which has a<br />

radius <strong>of</strong> curvature <strong>of</strong> r = 50 m. Also, what is the<br />

automobile’s rate <strong>of</strong> increase in speed?<br />

t<br />

u 40<br />

a 3 m/s 2<br />

a n = v2<br />

r<br />

n<br />

3 sin 40° = v2<br />

50<br />

v = 9.82 m>s<br />

a t = 3 cos 40° = 2.30 m>s 2<br />

Ans.<br />

Ans.<br />

R1–50. <strong>The</strong> spring has a stiffness k = 3 lb>ft and an<br />

unstretched length <strong>of</strong> 2 ft. If it is attached to the 5-lb smooth<br />

collar and the collar is released from rest at A, determine<br />

the speed <strong>of</strong> the collar just before it strikes the end <strong>of</strong> the<br />

rod at B. Neglect the size <strong>of</strong> the collar.<br />

A<br />

z<br />

B<br />

6 ft<br />

k 3 lb/ft<br />

O<br />

2 ft<br />

Potential Energy: Datum is set at point B. <strong>The</strong> collar is (6 - 2) = 4 ft above the<br />

datum when it is at A. Thus, its gravitational potential energy at this point is<br />

5(4) = 20.0 ft # lb . <strong>The</strong> length <strong>of</strong> the spring when the collar is at points A and B are<br />

calculated as l and l OB = 21 2 + 3 2 + 2 2 OA = 21 2 + 4 2 + 6 2 = 253 ft<br />

= 214 ft,<br />

respectively. <strong>The</strong> initial and final elastic potential energy are<br />

1<br />

1<br />

and<br />

, respectively.<br />

2 (3)A 214 - 2B2 = 4.550 ft # lb<br />

2 (3)A 253 - 2B2 = 41.82 ft # lb<br />

4 ft<br />

x<br />

3 ft<br />

1 ft<br />

1 ft<br />

y<br />

Conservation <strong>of</strong> Energy: Applying Eq. 14–22, we have<br />

©T A +©V A =©T B +©V B<br />

0 + 20.0 + 41.82 = 1 2 a 5<br />

32.2 by2 B + 4.550<br />

y B = 27.2 ft>s<br />

Ans.<br />

512

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