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302 DIFFERENTIAL CALCULUS<br />

height reached, (d) the velocity with which<br />

the missile strikes the ground.<br />

[ ]<br />

(a) 100 m/s (b) 4s<br />

(c) 200 m<br />

(d) −100 m/s<br />

2. The distance s metres travelled by a car in t<br />

seconds after the brakes are applied is given<br />

by s = 25t − 2.5t 2 . Find (a) the speed of the<br />

car (in km/h) when the brakes are applied,<br />

(b) the distance the car travels before it stops.<br />

[(a) 90 km/h (b) 62.5 m]<br />

3. The equation θ = 10π + 24t − 3t 2 gives the<br />

angle θ, in radians, through which a wheel<br />

turns in t seconds. Determine (a) the time<br />

the wheel takes to come to rest, (b) the<br />

angle turned through in the last second of<br />

movement.<br />

[(a) 4 s (b) 3 rads]<br />

4. At any time t seconds the distance x metres<br />

of a particle moving in a straight line from<br />

a fixed point is given by x = 4t + ln(1 − t).<br />

Determine (a) the initial velocity and<br />

acceleration (b) the velocity and acceleration<br />

after 1.5 s (c) the time when the velocity is<br />

zero.<br />

⎡<br />

(a) 3 m/s; −1m/s 2 ⎤<br />

⎢<br />

⎣<br />

(b) 6 m/s; −4m/s 2<br />

⎥<br />

⎦<br />

(c) 3 4 s<br />

5. The angular displacement θ of a rotating disc<br />

is given by θ = 6 sin t , where t is the time in<br />

4<br />

seconds. Determine (a) the angular velocity<br />

of the disc when t is 1.5 s, (b) the angular<br />

acceleration when t is 5.5 s, and (c) the first<br />

time when the angular velocity is zero.<br />

⎡<br />

(a) ω = 1.40 rad/s<br />

⎤<br />

⎢<br />

⎣(b) α =−0.37 rad/s 2 ⎥<br />

⎦<br />

(c) t = 6.28 s<br />

6. x = 20t3<br />

3 − 23t2 + 6t + 5 represents the distance,<br />

x metres, moved by a body in t seconds.<br />

2<br />

Determine (a) the velocity and acceleration<br />

at the start, (b) the velocity and acceleration<br />

when t = 3 s, (c) the values of t when the<br />

body is at rest, (d) the value of t when the<br />

acceleration is 37 m/s 2 and (e) the distance<br />

travelled in the third second.<br />

⎡<br />

(a) 6 m/s; −23 m/s 2 ⎤<br />

(b) 117 m/s; 97 m/s 2<br />

3<br />

(c)<br />

⎢ 4 sor 2 5 s<br />

⎣(d) 1<br />

2 1 s<br />

⎥<br />

⎦<br />

(e) 75 1 6 m<br />

28.3 Turning points<br />

In Fig. 28.4, the gradient (or rate of change) of the<br />

curve changes from positive between O and P to<br />

negative between P and Q, and then positive again<br />

between Q and R. At point P, the gradient is zero<br />

and, as x increases, the gradient of the curve changes<br />

from positive just before P to negative just after. Such<br />

a point is called a maximum point and appears as<br />

the ‘crest of a wave’. At point Q, the gradient is also<br />

zero and, as x increases, the gradient of the curve<br />

changes from negative just before Q to positive just<br />

after. Such a point is called a minimum point, and<br />

appears as the ‘bottom of a valley’. Points such as P<br />

and Q are given the general name of turning points.<br />

Figure 28.4<br />

It is possible to have a turning point, the gradient<br />

on either side of which is the same. Such a point is<br />

given the special name of a point of inflexion, and<br />

examples are shown in Fig. 28.5.<br />

Maximum and minimum points and points of<br />

inflexion are given the general term of stationary<br />

points.<br />

Procedure for finding and distinguishing<br />

between stationary points:<br />

(i) Given y = f (x), determine dy<br />

dx (i.e. f ′ (x))

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