A line passing through places having zero value of magnetic dip is called
(1) Isoclinic line
(2) Agonic line
(3) Isogonic line
(4) Aclinic line
The earth's magnetic field at a certain place has a horizontal component 0.3 Gauss and the total strength 0.5 Gauss. The angle of dip is
(1)
(2)
(3)
(4)
At a certain place, the horizontal component B0 and the vertical component V0 of the earth's magnetic field are equal in magnitude. The total intensity at the place will be
1. 2.
3. 4.
Two bar magnets with magnetic moments 2 M and M are fastened together at right angles to each other at their centres to form a crossed system, which can rotate freely about a vertical axis through the centre. The crossed system sets in earth’s magnetic field with magnet having magnetic moment 2M making an angle with the magnetic meridian such that
(a) (b)
(c) (d)
The angle of dip at a certain place is 30o. If the horizontal component of the earth’s magnetic field is H, the intensity of the total magnetic field is
1. 2.
3. 4.
The time period of oscillation of a freely suspended bar magnet with usual notations is given by
1.
2.
3.
4.
Time period for a magnet is T. If it is divided in four equal parts along its axis and perpendicular to its axis as shown then time period for each part will be
1. 4T
2. T/4
3. T/2
4. T
The period of oscillation of a magnet in vibration magnetometer is 2 sec. The period of oscillation of a magnet whose magnetic moment is four times that of the first magnet is
(1) 1 sec
(2) 4 sec
(3) 8 sec
(4) 0.5 sec
If a magnetic needle is made to vibrate in uniform field \(H\), then its time period is \(T\). If it vibrates in the field of intensity \(4H\), its time period will be:
1. | \(2T\) | 2. | \(\dfrac{T}{2}\) |
3. | \(\dfrac{2}{T}\) | 4. | \(T\) |
A magnet is suspended in such a way that it oscillates in the horizontal plane. It makes 20 oscillations per minute at a place where dip angle is 30o and 15 oscillations per minute at a place where dip angle is 60o. The ratio of total earth's magnetic field at the two places is:
1.
2.
3. 4:9
4.