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