The solution(s) of the ordinary differential equation $y'' + y = 0$, is:
(A) $\cos x$
(B) $\sin x$
(C) $1 + \cos x$
(D) $1 + \sin x$
Choose the most appropriate answer from the options given below:
Match List-I with List-II and choose the correct option:
LIST-I (Differential) | LIST-II (Order/degree / nature) |
---|---|
(A) \( \left(y + x\left(\frac{dy}{dx}\right)^2\right)^{5/3} = x \frac{d^2y}{dx^2} \) | (I) order = 2, degree = 2, non-linear |
(B) \( \left(\frac{d^2y}{dx^2}\right)^{1/3} = \left(y + \frac{dy}{dx}\right)^{1/2} \) | (III) order = 2, degree = 3, non-linear |
(C) \( y = x \frac{dy}{dx} + \left[1 + \left(\frac{dy}{dx}\right)^2\right]^{1/2} \) | (IV) order = 1, degree = 2, non-linear |
(D) \( (2 + x^3) \frac{dy}{dx} = \left(e^{\sin x}\right)^{1/2} + y \) | (II) order = 1, degree = 1, linear |
Choose the correct answer from the options given below:
Match List-I with List-II and choose the correct option:
LIST-I (Differential Equation) | LIST-II (Integrating Factor) |
---|---|
(A) \( (y - y^2)dx + xdy = 0 \) | (IV) \( \frac{1}{y^2} \) |
(B) \( (xy + y + e^x)dx + (x + e^x)dy = 0 \) | (III) \( e^x \) |
(C) \( \sin 2x \frac{dy}{dx} + 2y = 2\cos 2x \) | (I) \( \tan x \) |
(D) \( (2xy^2 + y)dx + (2y^3 - x)dy = 0 \) | (II) \( \frac{1}{x^2y^2} \) |
Choose the correct answer from the options given below:
Match List-I with List-II and choose the correct option:
LIST-I | LIST-II |
---|---|
(A) The solution of an ordinary differential equation of order 'n' has | (III) 'n' arbitrary constants |
(B) The solution of a differential equation which contains no arbitrary constant is | (IV) particular solution |
(C) The solution of a differential equation which is not obtained from the general solution is | (I) singular solution |
(D) The solution of a differential equation containing as many arbitrary constants as the order of a differential equation is | (II) complete primitive |
Choose the correct answer from the options given below:
A weight of $500\,$N is held on a smooth plane inclined at $30^\circ$ to the horizontal by a force $P$ acting at $30^\circ$ to the inclined plane as shown. Then the value of force $P$ is:
A steel wire of $20$ mm diameter is bent into a circular shape of $10$ m radius. If modulus of elasticity of wire is $2\times10^{5}\ \text{N/mm}^2$, then the maximum bending stress induced in wire is: