Higher Engineering Mathematics

(Greg DeLong) #1

302 DIFFERENTIAL CALCULUS


height reached, (d) the velocity with which
the missile strikes the ground.
[
(a) 100 m/s(b)4s

(c) 200 m (d)−100 m/s

]


  1. The distancesmetres travelled by a car int
    seconds after the brakes are applied is given
    bys= 25 t− 2. 5 t^2. Find (a) the speed of the
    car (in km/h) when the brakes are applied,
    (b) the distance the car travels before it stops.
    [(a) 90 km/h (b) 62.5 m]

  2. The equationθ= 10 π+ 24 t− 3 t^2 gives the
    angleθ, in radians, through which a wheel
    turns intseconds. Determine (a) the time
    the wheel takes to come to rest, (b) the
    angle turned through in the last second of
    movement. [(a) 4 s (b) 3 rads]

  3. At any timetseconds the distancexmetres
    of a particle moving in a straight line from
    a fixed point is given byx= 4 t+ln(1−t).
    Determine (a) the initial velocity and
    acceleration (b) the velocity and acceleration
    after 1.5 s (c) the time when the velocity is
    zero. ⎡





(a) 3 m/s;−1m/s^2

(b) 6 m/s;−4m/s^2

(c)^34 s






  1. The angular displacementθof a rotating disc
    is given byθ=6 sin


t
4

, wheretis the time in
seconds. Determine (a) the angular velocity
of the disc whentis 1.5 s, (b) the angular
acceleration whentis 5.5 s, and (c) the first
time when the angular velocity is zero.



(a)ω= 1 .40 rad/s

(b)α=− 0 .37 rad/s^2

(c)t= 6 .28 s





  1. x=


20 t^3
3


23 t^2
2

+ 6 t+5 represents the dis-
tance,xmetres, moved by a body intseconds.
Determine (a) the velocity and acceleration
at the start, (b) the velocity and acceleration
whent=3 s, (c) the values oftwhen the
body is at rest, (d) the value oftwhen the

acceleration is 37 m/s^2 and (e) the distance
travelled in the third second.
⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎣
(a) 6 m/s;−23 m/s^2

(b) 117 m/s; 97 m/s^2
(c)^34 sor^25 s
(d) 1^12 s
(e) 75^16 m

⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎦

28.3 Turning points


In Fig. 28.4, the gradient (or rate of change) of the
curve changes from positive betweenOandPto
negative betweenPandQ, and then positive again
betweenQandR. At pointP, the gradient is zero
and, asxincreases, the gradient of the curve changes
from positive just beforePto negative just after. Such
a point is called amaximum pointand appears as
the ‘crest of a wave’. At pointQ, the gradient is also
zero and, asxincreases, the gradient of the curve
changes from negative just beforeQto positive just
after. Such a point is called aminimum point, and
appears as the ‘bottom of a valley’. Points such asP
andQare given the general name ofturning points.

Figure 28.4

It is possible to have a turning point, the gradient
on either side of which is the same. Such a point is
given the special name of apoint of inflexion, and
examples are shown in Fig. 28.5.
Maximum and minimum points and points of
inflexion are given the general term ofstationary
points.
Procedure for finding and distinguishing
between stationary points:

(i) Giveny=f(x), determine

dy
dx

(i.e.f′(x))
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