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

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_Answers_467<br />

x. 4- C* H<br />

Xcosh -<br />

|-C 2t where H is a constant horizontal tension, and = a. H<strong>in</strong>t*<br />

= l^' ^\T)'<br />

^2 = 77 y l<br />

The differential equation 2965 2<br />

' E( l uation of<br />

=g(s<strong>in</strong>a jiicosa). Law of motion, s^^- (s<strong>in</strong> a u, cos a) 2966. s ~ x<br />

Xlncoshf/ I/ g ). H<strong>in</strong>t. Equation of motion, m-r^ mg \ r tn/ at*<br />

k .<br />

( -}<br />

\"*/<br />

2967. In<br />

6.45 seconds. H<strong>in</strong>t. Equation<br />

300 d~x<br />

of motion, ~A~Z~ ^ y< 2968. a) No, b) yes><br />

c) yes, d) yes, e) no, f) no, g) no, h) yes 2969. a) t/'-{-y Q\ b) y" 2y' -f f/-=0;<br />

c) A- 2/ 2x//'4-2f/-0, d) y'" 3y"+4i/~2//-0 2970. j/ = 3jt 5x f + 2x 8 . 2971. //-=<br />

= (C,sm x-}-C2 cosx). H<strong>in</strong>t. Use the substitution // = */,. 2972. f/ = C,x-f<br />

-fC 2 lnx. 2973. y = A + Bx 2<br />

-{-x\ 2974. = --!- 4 * + ^L . H<strong>in</strong>t. Particular so-<br />

O AT<br />

the homogeneous equation r/j.v, / 2 --- . By<br />

the method of the<br />

v x 3<br />

variation of parameters we f<strong>in</strong>d: C l ^~-\-A, C z -\-B 2975. y = A-\-<br />

-| B s<strong>in</strong> x-\ Ccos x-Hn|sec x-f-tan ^I-f-s<strong>in</strong>x In cos | v| xcosx. 2976. = 2X<br />

f/ C,e -h<br />

H-C'jC 8* 2977. //^-C,e" 3* {-C 2e3V . 2978. // -=C t -|- C 2e x 2979. = */ C, cos x + C 2 s<strong>in</strong> x.<br />

2980. //--e' v (CicosA'-l-C 2 S<strong>in</strong> A-) 2981. y=~ e~** (C t cos 3v-|-C 2 s<strong>in</strong> 3x) 2982. y =<br />

- r<br />

(C^i-Cx)^-* 2983. i/-.--e- (C,e ]<br />

~<br />

2<br />

+ C^~* rl ). 2984. If ft > 0, f/-<br />

- CV*<br />

2985. (/=*<br />

* -r C,e" A<br />

; if k < 0, j/-=C, cos J^^fex -[- C 2 s<strong>in</strong><br />

- * ---x / i/"TT<br />

2<br />

2<br />

(C e t<br />

-|-C 2 e<br />

2<br />

) 2986. //=.g 6 I C, cos J- x + C, s<strong>in</strong><br />

.//-4tf x + e lv . 2988. f/-=e~*. 2989. r/ = s<strong>in</strong> 2x. 2990. i/=l. 2991. // = a cosh .<br />

2992. /y-0 2993. //=- C s<strong>in</strong> nx 2994. a) xe** (Ax* + Bx + C); b) 4 cos 2* h<br />

-|-/Js<strong>in</strong>2x; c) ^4cos2v + /J s<strong>in</strong> 2v + CvV A;<br />

; d) g* (^ cos x + fl s<strong>in</strong> x), e) e x ;<<br />

y(A\ s -\-B\i-C} 4- xe av (/; + ); f) xc* [(Av 2 -j- fiv + C) cos 2x+ (>x*-f x \-F)x<br />

X s<strong>in</strong> 2xJ 2995. [/^(C.-j C a x) e ax '<br />

+ 1 (2x + 4x -f- 3). 2996. y =^ (C ic<br />

^-i-3A 2 . 2997. / = (C, -f C ax) P~ X -[- **.<br />

7<br />

2998. --. 'v<br />

// C,c* I- C t><br />

2 + 2 2999. y - C,

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