VECTOR INTEGRATION
The vector integration is similar in all respects to
 The ardmany integration of algebraic functions.
  As usu
           r = xity; + zK
 So (dr at = rat) + C
 where c is the arbitrang u constant vector which is
 independent of t. It is also the indefinte integral of
     Also the definite integral of n between a andb,
 r.
  act «b, is given by
       a
Example 1: Gwen r = (at -E) i + 3t] - 4K. Evaluate
  a fralt as f'rolt.
 Solution.
1 frat = : (F-1+4) +) (8+4) - K(44+6)
             = (1-5) i + 1; - At K + G, i+ Sj-SK
           = (1-1)i + t3 - 44k + C,
                is a constant veclor which is independent
  where
         C
   of t (C = Gi+ Sj - GK , G, S, g ane constants).
             1- 61+ 63j - 12K.
            =
Example a: If the acceleration of a body is goven by
        a = 24 cos at i + 16 sinat] - 6tK,
 find the velocity I and displacement    o when  both
  time shes and it = 0 and t= Th. Find their respective
  Vanishes and It =0 and t'= Tip. Find their respective
  scalar components.
 Solution
         - dIV = 24 coset i + 16sinatj - 6tK
     a=
         dt
       V = S (24cosat i + 16sinat; - 61 k) dt
          = 12sinati - 8cos atj-st'K + G
For V=0 (Ine V vanishes) and t=0
      0 = 12 sin (0) 1 - 8 Cos (0); - 300)K + G
         = 0-8; -0+ C
   =  4  =
 Therefine
           8j
        V = 128 nati - 8 cosatj - 3t'k +8;
           = 12 sin 2t i - 8(Cos at -1); - 3t'K
 for t=7/4
        V = 12i + 8j - 1.85K (show detwils).
  Also                                              63
 .:r = J [12sinati - 8(cosat -8) -31 K] dit
         =- 6Cosati - (4 sinst -84) j-1'* + C
Fir i#O (tile + vanishes) and t=0
     C2 = Gi
      + = - 6 (Cos2t -1) i - 4(sin2t-2t) j - t'K
   Also
   Fir r=0 and t= Th
           + = 61 +2-2883 - 0.484K (Show detub)
   Hence
           Ir/ a 6044 units
            /V/ a 14.54 rint / sec
  Exercise
   Given acceleration
           a = (25 cos 2t) i + (16sin 2t); + 9EK.
   Repent the questions of the last example
         LINE INTEGRAL
Let Po and Pr be any two paints janed  by an   arc C
which is assumed to be continuous at each of its pointe
 and does not intersect rtself. If F is a vector finchen
 such that
 and displacement r = xit yg+ ZK is the position
 Vector of P(x, y, 2) on C. Then, the line inter
  the integral along the given path C und is defned
      Fidr = Fidr = Pedae+ Pady+ Bade,
     C         P.
where F= Rij+ Paj+ fak and dr = dei+dyj+dzK.
   Thes, live integral represent the workdone by the
 force I in moving partice along the path O from to
 to b,
   If I is a closed curve, the integral around c
 is aften denated by
         §Fadr = S fide + I dy + Be de.
  In aerodynamics and fluid dynamics, this integra
    called the circulation of F about C, where
 is called
  represents the velocity of the fluid.
 ( a straight line from (0,1) to (2,4)
             ught hme from (0,1) to (12) and then (,) to 123
 ON) the Curves (or parabola) x= at and y = t'73.
 SOLUTION
1) From (0,1) to (2,4).
     The eguntion jorning (9,1) to (2, 4) is
     y = 22 =3 dy = 3 3 9 = 3x+ C
                                      and c = 1.
The inlygnal is J' (ai-2(37+9) de
       + [2 (38+1) + 3x]g dx
               =
                = 95
1) From (0,1) to (12): the equation joining (0,) to (12)
   is ydy==X+1   =
           I -s dy = de (y= 27C , and c=1)
   The live integral =
     = (32-2y) dx + (ay'+ 2x) dy
           (322-2(471) de + (28 +1) + 32) doe
     =
    = (62-22-2)de + (1x8'+7x +2) de
         (6x75x) de = 2% = 4%
 Also from (11) to fi3); the equation of the line faring
 (11) to (73) is y = 22-1 => dy = 2dx
  it The line mtegral = J (192-12+6) de
                         = 8% = 29⅓
  The required value of the line integral is
                        35 + 88 = 291 = 33%.
til) Gwen that X=2t at (0,1), x=t = 0
   At (2,4): t=1 and x = 2t
      die = adt and y-f'73 as dy = at lt
                          "(32-2y)de + (2y +3x) dy
: The line integral =
                         (+76t + 9t'+ 8t -3) dt
                  =4
                     6% = 2273.
                  =
                                                      625)
            ExercISE
 1 Find the tokal work done in moving a partice in
    the force field given by F = z1 + y + *K along
     the helix C given by
                   *= cost, y-sint, z=t
     from t=0 to t= M
2. Suppose A = (32°+ 67)i-1447 j+ 20X2 K.
    Evaluate fader firm (000) to (110) along the
   fillaung piths C.
    a x=t, y=t,7=t
    ) the straight line from (9,90) to (190) then to
      (1,1,0) and then to (1,11).
    @ the straight line joinng (90,0) and (111).
 1) Suppose a force freld is guven by
            F= (2x-y+2)i + (x+y-2)j + (32-29+42) k.
    Find the work done in moving a particle one around
    a circe C in the sey-plane with its centre at the
     Origin and a radundaf 3.
 4) Es Suppose F is a conservilure field. Prove that
       Curl F = DXF = 0 (re F is irratational).
    4) Conversely, if PXF = 0, prove that F is conservative
 NoTE
   Theorem.
    Suppose 1 = St everywhere in region R of a space, where
    R is defred by 9, 5X692, b, 6y sha, 4, 5266
    and where 464, 9, 2) is single- value and has contemar
     derwalives in R. Then
  9) GAto = O avanal any clared come C in R.
 In such a case, A is called a conservative vector field
  and of is its scalar potential.
SOLuTION TO EXERCISE NO. 2
2 SArds = [(32 + 6)i -14yzj + 2022 K]. (dxirdy +dek)
                ](32'+6y) de - 1yz dy +20x2 de
           =
• rat get a ten but done net, them
                to,
                 (gELt - 28t It + 60t' It
            =
           = (94 - 28t'+ 601) lt
           - 38-48+61= 5
               § the straight-line from (090) to (1,90), y-0, 2=0
        du =0. dz=0. while a vanes from O to 1. Then the
        integral over this part of the path is
          ('(32-60)de - 446080)(0) + 20340760) = 32th
          220                                     25д
      Along the strught line from (100) tr (1,10).
         S' (368°767)0 - 19y oldy + 20411010) = 0
        4-0
      Along the straught line (1,10) to (4, 11): X=1, y=1,
      dr =0, dy =0, while z vanes from o to 1 Then the
       integnal over this part of the puth is
        ('(308°+660)0-14(1)z (0) + 2041)2° da
         ZE0                 1022 doc = 202°|"
                                                        20
                                                  =
                          Z=0
                             3
      Alans Jail = 1101 39 = 28.
(6)
6 The straught lime joining (0,0,0) and (111) is gaven
    in parametric form x=t, y=t, z-t.
    Then
        JAndr =
                    B£ +6t-1442+2073) at
                =
                = 1⅔.