Solve by finding an integrating factor
(x^2+y^2+2x)dx + 2ydy =0
Find the equation of the elastic curve and its maximum deflection for the horizontal, simply supported,
uniform beam of length 2l metres, having uniformly distributed load w kg/metre.
y" - y = e2x[3 tan e+ 3 (sec e)^2]
Differentiate with respect to x
f(x) = 6x
y = 12e5x
y = ln3x
Solve the differential equation by an appropriate method. y''+2y'=x^2+4e^2x
solve the differential equation dy/dx + (x/1-x^2)y=xy^1/2 , y(0)=1
solve the differential equation dy/dx +(x/1-x^2)y=xy^1/2 , y(0)=1
Use the Laplace transform to solve the given initial-value problem.
y'' + 5y' + 4y = 0, y(0) = 1, y'(0) = 0
y(t) =
Use the Laplace transform to solve the given initial-value problem.
y' − y = 2 cos(4t), y(0) = 0
y(t) =
Use the Laplace transform to solve the given initial-value problem.
y' + 3y = e5t, y(0) = 2
y(t) =