1
GATE CE 2024 Set 1
MCQ (Single Correct Answer)
+2
-0.833

A vector field $\vec{p}$ and a scalar field $r$ are given by:

$\vec{p} = (2x^2 - 3xy + z^2) \hat{i} + (2y^2 - 3yz + x^2) \hat{j} + (2z^2 - 3xz + x^2) \hat{k}$

$r = 6x^2 + 4y^2 - z^2 - 9xyz - 2xy + 3xz - yz$

Consider the statements P and Q:

P: Curl of the gradient of the scalar field $r$ is a null vector.

Q: Divergence of curl of the vector field $\vec{p}$ is zero.

Which one of the following options is CORRECT?

A

Both P and Q are FALSE

B

P is TRUE and Q is FALSE

C

P is FALSE and Q is TRUE

D

Both P and Q are TRUE

2
GATE CE 2024 Set 1
Numerical
+2
-0.833

The return period of a large earthquake for a given region is 200 years. Assuming that earthquake occurrence follows Poisson’s distribution, the probability that it will be exceeded at least once in 50 years is ______________ % (rounded off to the nearest integer).

Your input ____
3
GATE CE 2024 Set 1
Numerical
+2
-0.833

A 2 m × 2 m tank of 3 m height has inflow, outflow and stirring mechanisms. Initially, the tank was half-filled with fresh water. At $ t = 0 $, an inflow of a salt solution of concentration 5 g/ $ m^3 $ at the rate of 2 litre/s and an outflow of the well stirred mixture at the rate of 1 litre/s are initiated. This process can be modelled using the following differential equation:

$$ \frac{dm}{dt} + \frac{m}{6000 + t} = 0.01 $$

where $ m $ is the mass (grams) of the salt at time $ t $ (seconds). The mass of the salt (in grams) in the tank at 75% of its capacity is ______________ (rounded off to 2 decimal places).

Your input ____
4
GATE CE 2024 Set 1
MCQ (Single Correct Answer)
+2
-0.833

The beam shown in the figure is subjected to a uniformly distributed downward load of intensity $q$ between supports A and B.

GATE CE 2024 Set 1 Engineering Mechanics - Equilibrium of Force Systems Question 2 English

Considering the upward reactions as positive, the support reactions are

A

$R_A = \frac{ql}{2} ; R_B = \frac{5ql}{2} ; R_C = -ql$

B

$R_A = -ql ; R_B = \frac{5ql}{2} ; R_C = \frac{ql}{2}$

C

$R_A = -\frac{ql}{2} ; R_B = \frac{5ql}{2} ; R_C = 0$

D

$R_A = \frac{ql}{2} ; R_B = ql ; R_C = \frac{ql}{2}$

EXAM MAP
Medical
NEETAIIMS
Graduate Aptitude Test in Engineering
GATE CSEGATE ECEGATE EEGATE MEGATE CEGATE PIGATE IN
Civil Services
UPSC Civil Service
Defence
NDA
Staff Selection Commission
SSC CGL Tier I
CBSE
Class 12