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Problems in Mathematical Analysis.pdf - pwp.net.ipl.pt

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Answers 411<br />

down; [7^, oo Y concave up; M f ^= _JL is a ) po<strong>in</strong>t of ; [7^, <strong>in</strong>flection.<br />

oo Y concave up; M f ^= _JL is<br />

)<br />

V/> J (Y* W)<br />

899. ( oo, 0), concave up; (0, oo), concave down; 0(0, 0) is a po<strong>in</strong>t of<br />

<strong>in</strong>flection. 900. (00, 3) and (1, oo), concave up; (3, 1), concave<br />

down; po<strong>in</strong>ts of <strong>in</strong>flection are M l ( 3, T j<br />

and M 2 ( 1,<br />

J.<br />

901. A' =<br />

iy = 0. 902. *=1, x^=3, = 903. x= 2, y= 1. 904. = x. 905.0 = *,<br />

left, = x, right. 906. = 1, left, = l, right 907. jc-= 1, y=-x, left,<br />

= *, right 908. = 2, left, y-=2x 2, right. 909. 0^2 910. jt-=0.<br />

0=1, left, = 0, right. 911. * = 0, 0=1. 912. i/^O. 913. *-=!.<br />

914. = x n, left; y = JC + JT, right. 915. y a. 916. ma x = when x y<br />

0;<br />

m<strong>in</strong> = 4 when x = 2\ po<strong>in</strong>t of <strong>in</strong>flection, Af,(l, ~~2 )- 917 - 1 ^/max^ when<br />

jf=V r<br />

3; m <strong>in</strong> r=: when jc = 0; po<strong>in</strong>ts of <strong>in</strong>flection Ai l|f f 1, ~)<br />

918. m ax == 4 when x = 1; ym<strong>in</strong> = Q when je=l, po<strong>in</strong>t of <strong>in</strong>flection, M, (0, 2).<br />

919- f/max^ 8 wnen ^ = 2, //m <strong>in</strong> = when Jt = 2; po<strong>in</strong>t of <strong>in</strong>flection^ M (0, 4).<br />

920. //m<strong>in</strong>^ ! when A'^0; po<strong>in</strong>ts of <strong>in</strong>flection M lt2 (Y5, 0) and<br />

- \, 921 - ^max^ 2 when x^O; /ym<strong>in</strong> ^2 when x-=2; asymp-<br />

totes, x 1, 0=-xl. 922. Po<strong>in</strong>ts of <strong>in</strong>flection M, lt (l, T2); asym<strong>pt</strong>ote<br />

x = 0. 923. max ~ ^ when x 1; f/mm 4 when i=l; AT asym<strong>pt</strong>ote, = O.<br />

924. (farm = 3 when jc=l; po<strong>in</strong>t of <strong>in</strong>flection, M( 1/2, 0); asym<strong>pt</strong>ote,<br />

x = 0. 925. 0max~'Q- wnen * = 0, po<strong>in</strong>ts of <strong>in</strong>flection, M lt<br />

- J \\<br />

' (\ r<br />

o<br />

asym<strong>pt</strong>ote, = 926. #max-~ 2 when x--0; asym<strong>pt</strong>otes, x--2 and y 0.<br />

927. ym \ n ~ 1 when x = --J; m jx ==l whenx=l; po<strong>in</strong>ts of <strong>in</strong>flection, 0(0, 0)<br />

and Ai lf J2/"3, -^)'. asym<strong>pt</strong>ote, = 928. max =l when x-^4;<br />

po<strong>in</strong>t of <strong>in</strong>flection, Ai(5, 77-]; asym<strong>pt</strong>otes, x = 2 and 0. 929. Po<strong>in</strong>t<br />

\ y / 97<br />

of <strong>in</strong>flection, 0(0, 0); asym<strong>pt</strong>otes, x =- 2 and = 0. 930. nnx = --,<br />

8<br />

'16<br />

when jc^= -; asym<strong>pt</strong>otes, x 0, x = 4 and = 931. f/max = 4 when<br />

*--- 1; 0m<strong>in</strong> = 4 vvnen x~\\ x = Q<br />

asym<strong>pt</strong>otes,<br />

and = 3v 932. A (0, 2)<br />

and /^(4, 2) are end-po<strong>in</strong>ts; ma x = 2 V r<br />

2 when ;c = 2 933. /I (8, 4) and<br />

B (8, 4) are end-po<strong>in</strong>ts. Po<strong>in</strong>t of <strong>in</strong>flection, 0(0, 0). 934. End-po<strong>in</strong>t,<br />

A ( 3, 0); m <strong>in</strong>^= 2 when x = 2. 935. End-po<strong>in</strong>ts, A(Y$* 0), 0(0. 0)<br />

and B(Y$* 0); 0max= V% when jg= 1; po<strong>in</strong>t of <strong>in</strong>flection, M (1^3 -f 2 f^J,<br />

Q l<br />

V V + 936f<br />

~YH<br />

^nax^ 1 when x = 0, po<strong>in</strong>ts of <strong>in</strong>flection,<br />

M, t(l, 0). 937. Po<strong>in</strong>ts of <strong>in</strong>flection, M l (Q t 1) and M f (1, 0); asym<strong>pt</strong>ote,<br />

0=^ x. 938. max = when x = 1; m = 1<br />

<strong>in</strong> (when x = 0) 939. max -=2<br />

when x = 0; po<strong>in</strong>ts of <strong>in</strong>flection, M 1>2 (1, K 2); asym<strong>pt</strong>ote, 0.<br />

940. s m n = 4 when x = 4; max 4 wh'en x==4; po<strong>in</strong>t of <strong>in</strong>flection, 0(0, 0);<br />

j ^ ~~<br />

3 / ~~<br />

asym<strong>pt</strong>ote, = 0. 941. ym \ n =y 4 when x = 2, 0mi n =K 4 when x = 4;<br />

2 when x = 3. 942. m <strong>in</strong> = 2 when x = 0; asym<strong>pt</strong>ote, x=2.<br />

943. Asym<strong>pt</strong>otes, jc= 2 and = 0, 944. 0m<strong>in</strong>^ T7= when<br />

1/2<br />

\<br />

4 J

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