Example 26 Find Particular Solution Log Dy Dx 3x 4y
Stack Exchange network consists of 178 Q&A communities including Stack Overflow, the largest, most trusted online community for developers to learn, share their knowledge, and build their careers Visit Stack Exchange3 Put the v term equal to zero (this gives a differential equation in u and x which can be solved in the next step) 4 Solve using separation of variables to find u;
Y' 4xy=x^3e^x^2 y(0)=-1
Y' 4xy=x^3e^x^2 y(0)=-1-Solution for X^24xyy^2=0 equation Simplifying X 2 4xy y 2 = 0 Solving X 2 4xy y 2 = 0 Solving for variable 'X' Move all terms containing X to the left, all other terms to the right Add '4xy' to each side of the equationIn fact, as a particular solution of y′′ 2y′ y= e−t 9t we can take 1 9ln(t)te−9t because the term −1 9te −t is included in the solution space of the corresponding homogeneous equation It follows that the general solution of the differential equation y′′ 2y′ y= e−t 9t (t > 0) is y(t) = C 1e−t C 2te−t 1 9 ln(t)te−t where C
Prove That The Lines Represented By X 2 4xy Y 2 0 And X Y 3 Form An Equilateral Triangle And Find Its Area Sarthaks Econnect Largest Online Education Community
Y2 2 y3 3 − 7y4 12 1 0 = 2 3 (e) La regi´on de integracion es la que se ilustra en la figura adjunta 2 8 y=4x y=x3 Intercambiando el orden de integracion se obtiene I = Z 2 0 dx Z 4x x3 ex2dy = Z 2 0 (4xex2 −x3ex2)dx = 2ex2 2 2 0 − x2 2 ex2 0 Z 0 xex2dx = e4 2 − 5 2 (Aplicar el m´etodo de integraci´on por partes en la segunda2 3 (e−1)(8−1) = 14 3 (e−1) 4 09 Evaluating the limits of integration When evaluating double integrals it is very common not to be told the limits of integration but simply told that the integral is to be taken over a certain specified 0 4xy 2yy=2x y=x2 dx = Z 2 0 8x2 4x( x;y) = R N (x;y
1 2 x2ex 11 y00 y0 1 4 y = 3 e 1 2 x Sol The characteristic equation m2 m 1 4 = (m 1 2) 2 = 0 has a root m = 1 2 with multiplicity 2 The complementary solution is y c = C 1e 1 2 x C 2xe 1 2 x In view of Superposition Principle, we seek a particular solution y p = y p 1 y p 2 where y p 1 and y p 2 are particular solutions of y00 y01) (sec2 xy4 e3y sinx) 4xy3 3e3y cosx 9y2 1y3 dy dx = 0 M (x;y)dxN (x;y)dy = 0 @M(x;y) @y = @(sec 2 xy4 3e y sinx) @y = 04y3 3e3y sinx;Subject to the constraint 2x2 (y 1)2 18 Solution We check for the critical points in the interior f x = 2x;f y = 2(y1) =)(0;
Y' 4xy=x^3e^x^2 y(0)=-1のギャラリー
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3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | ![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
![]() 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt | 3x 8 Y2 4 Dx 4y X2 Sx 6 Dy 0 Y 0 0 Y Itprospt |
0 23k views Solve ( x y 2 − e 1 / x 3) d x − x 2 y d y = 0 written 54 years ago by aksh_31 ♦ 23k • modified 54 years ago Mumbai University > First Year Engineering > sem 2 > Applied Maths 2 Marks 6 Year 14 needtaggingThere is a standard procedure to convert a linear differential equation of order > 1 into a system of first order linear differential equations and the number of equations and of the unknown functions is same as the order of the given equation y'' (4x/x^2 1)y' (2/x^2 1)y =0 Now put y





























































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