(iii) Point of inflection at (0, 0)(iv) Min at (5, 2), max at (−5,−2)(v) Min at (3, 23), max at (2, 24), point of inflection atx=^52
(vi) Min atx=^32 ,minatx=−2, point of inflection atx=−^14B. Max of
16
3√
3atx=−2
√
3and min of−16
3√
3atx=2
√
3. The slope at the point of
inflection,x=0, is−4.10.3.4 Curve sketching in Cartesian coordinates
yyyyx x xy y
y− 1 1 2 x − 1 x x x1− 111
011
0 0 040 0 0(i) (ii) (iii) (iv)(v) (vi) (vii)10.3.5 Applications of integration – area under a curve
A.(i)
28
3(ii)3
2−ln 2(iii) e (iv)1
2(v)28
3(vi)π
4B.(i)− 4 (ii) 0
C. 1
D.
11
6