Class 11 & Class 12 Physics 3 Marker Previous Year Questions (PYQs)
Welcome to the complete collection of Class 11 and Class 12 Physics 3 Marker Previous Year Questions (PYQs). This page has been specially designed for CBSE Board students, school examinations, NEET aspirants, and anyone who wants to strengthen their conceptual understanding of Physics. The questions are arranged chapter-wise so that students can revise every topic systematically without wasting time searching through multiple books and question papers.
In the CBSE Board Examination, 3-marker questions play an important role because they test both conceptual understanding and problem-solving ability. Students are expected to write clear, precise, and well-structured answers within the given word limit. Practicing previous year questions is one of the most effective ways to understand the exam pattern, identify frequently asked concepts, and improve answer-writing skills. Many important questions are repeated with slight modifications, making PYQs one of the best resources for board preparation.
This page covers chapter-wise Physics 3 Marker Questions from both Class 11 and Class 12. Every chapter contains carefully organized questions along with detailed solutions to help students understand the correct answering approach. Whether you are revising topics such as Units and Measurements, Motion, Electrostatics, Current Electricity, Magnetism, Optics, Modern Physics, or Semiconductor Electronics, you will find useful board-level questions collected in one place.
Our objective is to make Physics preparation simple and effective. Instead of memorizing answers, students should first understand the concepts, practice numerical problems, and then solve these previous year questions to evaluate their preparation. Regular practice not only increases confidence but also improves speed and accuracy during examinations. Teachers can also use these questions for classroom discussions, assignments, revision tests, and school examinations.
We continuously update this collection by adding new questions, improving explanations, and organizing content according to the latest CBSE syllabus. Along with these Physics 3 Marker PYQs, you can also explore our chapter-wise MCQs, Assertion & Reason Questions, NCERT Solutions, Formula Sheets, Important Notes, and other study resources available on SaralPhysics. Bookmark this page and keep visiting regularly to access updated Physics study material and score higher marks in your examinations.
Class 11 & 12 Physics 3 Marker Questions PDF | Chapter-wise PYQs with Answers (CBSE 2026)
Class 11 Physics
Chapter 1: Units and Measurements
Chapter 2: Motion in a Straight Line
Inertial frame: A frame where Newton’s first law holds, i.e., an object remains at rest or in uniform motion unless acted upon by a force. Example: A stationary laboratory on Earth.
Non-inertial frame: A frame where Newton’s first law does not hold, and fictitious forces appear. Example: An accelerating bus, where passengers feel a push due to acceleration.
[1 mark for definitions, 1 mark for examples, 1 mark for clarity]
Inertial frames move with constant velocity relative to each other. Newton’s laws remain unchanged because there is no acceleration in these frames, ensuring consistent physical behavior. For example, a ball dropped in a stationary room or a train moving at constant speed falls vertically with the same acceleration (g = 9.8 m/s²).
[1 mark for explanation, 1 mark for example, 1 mark for clarity]
Absolute motion: Motion described relative to a fixed frame, like Earth. Example: A car moving at 20 m/s relative to the ground.
Relative motion: Motion described relative to another moving object. Example: A car moving at 20 m/s relative to another car moving at 10 m/s appears to move at 10 m/s.
[1 mark for definitions, 1 mark for examples, 1 mark for clarity]
In a stationary frame (e.g., ground), a ball thrown upward follows a vertical path. In a moving frame (e.g., a train moving at constant velocity), the ball appears to follow a curved path due to the train’s motion relative to the ground. This difference arises because the moving frame adds its velocity to the ball’s motion.
[1 mark for explanation, 1 mark for example, 1 mark for clarity]
Galilean transformation relates coordinates of an event between two inertial frames moving relative to each other. If frame S’ moves at velocity v relative to frame S, then x’ = x - vt. Example: A car at x = 10 m in frame S (ground) at t = 2 s, with S’ (train) moving at v = 3 m/s, is at x’ = 10 - 3×2 = 4 m in S’.
[1 mark for definition, 1 mark for equation, 1 mark for example]
A reference frame is a coordinate system used to describe motion. For a passenger in a train moving at constant speed, objects inside (e.g., a book) appear stationary (train’s frame). On the ground frame, the book moves with the train’s velocity. The choice of frame changes the observed motion.
[1 mark for definition, 1 mark for example, 1 mark for clarity]
Earth is an approximate inertial frame because its rotation and orbital motion cause small accelerations, which are negligible for most experiments. For example, in a lab, a pendulum’s motion follows Newton’s laws closely, ignoring Earth’s slight rotation effects.
[1 mark for explanation, 1 mark for example, 1 mark for clarity]
Fictitious forces appear in non-inertial frames due to the frame’s acceleration. Example: In an accelerating car, passengers feel pushed backward (fictitious force) because the car’s frame is non-inertial, unlike a stationary frame where no such force is observed.
[1 mark for definition, 1 mark for example, 1 mark for clarity]
In a ground frame, a projectile follows a parabolic path due to gravity. In a frame moving with the projectile’s horizontal velocity, it appears to fall vertically, as the horizontal component is canceled. The frame choice alters the observed path.
[1 mark for explanation, 1 mark for example, 1 mark for clarity]
Laboratory frame: Motion is measured relative to the ground, e.g., two cars colliding have individual velocities. Center of mass frame: The total momentum is zero, simplifying analysis, e.g., cars approach each other symmetrically. The latter simplifies calculations.
[1 mark for lab frame, 1 mark for CM frame, 1 mark for comparison]
Displacement: Shortest distance from initial to final position, a vector (e.g., 10 m east).
Distance: Total length of the path traveled, a scalar (e.g., 20 m).
Path length: Same as distance, total length covered.
[1 mark each for displacement, distance, path length]
Scalar: Has only magnitude, e.g., distance (50 m), speed (20 m/s).
Vector: Has magnitude and direction, e.g., displacement (50 m east), velocity (20 m/s east).
Scalars are directionless, vectors include direction.
[1 mark for definitions, 1 mark for examples, 1 mark for clarity]
Displacement = final position - initial position = 50 m east - 30 m west = 20 m east.
Distance = total path = 50 m + 30 m = 80 m.
[1.5 marks for displacement, 1.5 marks for distance]
Position vs. time graph shows position (x) on y-axis and time (t) on x-axis. For constant velocity, it’s a straight line (x = vt). For accelerated motion, it’s a parabola (x = (1/2)at²). Slope gives velocity.
[1 mark for description, 1 mark for graph types, 1 mark for slope]
One-dimensional motion occurs along a straight line with one coordinate (x). Examples: (i) A car moving on a straight road, (ii) An elevator moving vertically up or down.
[1 mark for definition, 1 mark for examples, 1 mark for clarity]
Direction is determined by the sign of displacement. If final position x₂ > initial position x₁, motion is in the positive direction (e.g., right). If x₂ < x₁, motion is in the negative direction (e.g., left).
[1 mark for method, 1 mark for explanation, 1 mark for example]
Average speed = total distance / total time.
Distance = 100 km = 100,000 m, Time = 2 h = 2 × 3600 = 7200 s.
Average speed = 100,000 / 7200 = 13.89 m/s.
[1 mark for formula, 1 mark for conversion, 1 mark for calculation]
Displacement is a vector. Positive sign is assigned for motion in the chosen positive direction (e.g., right or up, +x). Negative sign is used for motion in the opposite direction (e.g., left or down, -x). Example: Moving 5 m right is +5 m, left is -5 m.
[1 mark for convention, 1 mark for explanation, 1 mark for example]
Straight-line motion is one-dimensional, along a single axis (e.g., train on tracks). Motion in a plane is two-dimensional, involving two axes (x, y), e.g., a projectile’s parabolic path. The former uses one coordinate, the latter uses two.
[1 mark for definitions, 1 mark for examples, 1 mark for clarity]
Use s = ut + (1/2)at², where u = 0, s = 200 m, a = 2 m/s².
200 = (1/2) × 2 × t² = t².
t² = 200, t = √200 = 14.14 s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Velocity is the rate of change of position with respect to time. Mathematically, v = dx/dt, where x is position and t is time. Example: If x = 2t², v = d(2t²)/dt = 4t m/s.
[1 mark for definition, 1 mark for formula, 1 mark for example]
Acceleration is the rate of change of velocity with respect to time. Mathematically, a = dv/dt. Example: If v = 3t + 2, then a = d(3t + 2)/dt = 3 m/s².
[1 mark for definition, 1 mark for formula, 1 mark for example]
Velocity v = dx/dt. Given x = 3t² + 2t + 1.
v = d(3t² + 2t + 1)/dt = 6t + 2 m/s.
[1 mark for formula, 1 mark for differentiation, 1 mark for answer]
Integration is the reverse of differentiation. Displacement s = ∫v dt, the area under the velocity-time curve. Example: For v = 2t, s = ∫(2t) dt = t² + c (c = 0 at t = 0).
[1 mark for definition, 1 mark for formula, 1 mark for example]
Given a = constant, a = dv/dt, so v = ∫a dt = at + c₁ (c₁ = u at t = 0).
v = u + at. Now, v = dx/dt, so x = ∫(u + at) dt = ut + (1/2)at² + c₂ (c₂ = 0).
Thus, x = ut + (1/2)at².
[1 mark for velocity, 1 mark for position, 1 mark for derivation]
Acceleration a = dv/dt. Given v = 4t³ - 5t + 2.
a = d(4t³ - 5t + 2)/dt = 12t² - 5 m/s².
[1 mark for formula, 1 mark for differentiation, 1 mark for answer]
dx/dt represents the instantaneous velocity, the rate at which position changes with time. Example: For x = t², dx/dt = 2t, meaning velocity increases linearly with time.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
Displacement s = ∫v dt = ∫(2t + 3) dt = t² + 3t + c.
From t=0 to t=5: s = (5² + 3×5) - (0) = 25 + 15 = 40 m.
[1 mark for integration, 1 mark for limits, 1 mark for answer]
Velocity v = dx/dt. Given x = t⁴ - 3t² + 7.
v = d(t⁴ - 3t² + 7)/dt = 4t³ - 6t. At t=2: v = 4(2³) - 6(2) = 32 - 12 = 20 m/s.
[1 mark for differentiation, 1 mark for substitution, 1 mark for answer]
Given v = u + at. Velocity v = ds/dt.
ds = (u + at) dt. Integrate: s = ∫(u + at) dt = ut + (1/2)at² + c.
At t=0, s=0, so c=0. Thus, s = ut + (1/2)at².
[1 mark for setup, 1 mark for integration, 1 mark for answer]
Uniform motion: Motion with constant velocity (constant speed and direction).
Examples: (i) A car moving at 60 km/h on a straight road, (ii) A satellite in a circular orbit with constant speed.
[1 mark for definition, 1 mark for examples, 1 mark for clarity]
Uniform motion: Constant velocity, v-t graph is a horizontal line, x-t graph is a straight line.
Non-uniform motion: Velocity changes, v-t graph is sloped/curved, x-t graph is curved.
Example: A falling ball has a sloped v-t graph due to acceleration.
[1 mark for uniform, 1 mark for non-uniform, 1 mark for graphs]
Yes, if the car moves at constant speed (20 m/s) in a straight line, its velocity is constant (same direction and magnitude). Thus, it is uniform motion with zero acceleration.
[1 mark for answer, 1 mark for explanation, 1 mark for clarity]
Non-uniform motion has changing velocity. A falling object accelerates due to gravity (g = 9.8 m/s²), so its velocity increases with time, making it non-uniform. Example: A ball dropped from a height speeds up as it falls.
[1 mark for definition, 1 mark for example, 1 mark for explanation]
For uniform motion, distance = speed × time.
Given speed = 10 m/s, time = 5 s.
Distance = 10 × 5 = 50 m.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Uniform motion: Acceleration = 0, as velocity is constant.
Non-uniform motion: Acceleration ≠ 0, can be constant (e.g., free fall, a = g) or varying (e.g., a car speeding up unevenly).
[1 mark for uniform, 1 mark for non-uniform, 1 mark for examples]
Uniform motion: Position-time graph is a straight line (x = vt), slope = velocity.
Non-uniform motion: Graph is curved, e.g., parabola for constant acceleration (x = (1/2)at²).
[1 mark for uniform graph, 1 mark for non-uniform graph, 1 mark for explanation]
No, it is not uniform motion. Uniform motion requires constant velocity. Here, speed changes from 5 m/s to 15 m/s, indicating acceleration, so it is non-uniform motion.
[1 mark for answer, 1 mark for explanation, 1 mark for clarity]
In uniform motion, velocity is constant (no change in speed or direction). Acceleration a = dv/dt = 0, as there is no change in velocity with time. Example: A car at steady 20 m/s.
[1 mark for explanation, 1 mark for formula, 1 mark for example]
Non-uniform motion with constant acceleration: A ball dropped from a height accelerates at g = 9.8 m/s², increasing velocity uniformly with time.
[1 mark for definition, 1 mark for example, 1 mark for explanation]
Average speed = total distance / total time, a scalar.
Average velocity = displacement / total time, a vector (v_avg = ฮx/ฮt).
Example: For 100 m in 10 s, speed = 10 m/s, velocity depends on displacement.
[1 mark for speed, 1 mark for velocity, 1 mark for formulas]
Average velocity: Displacement divided by total time (v_avg = ฮx/ฮt).
Instantaneous velocity: Velocity at a specific instant, v = dx/dt.
Example: A car’s average velocity over a trip vs. its speedometer reading at t=2 s.
[1 mark for definitions, 1 mark for formulas, 1 mark for example]
Average speed = total distance / total time.
Distance = 100 m, time = 10 s.
Average speed = 100 / 10 = 10 m/s.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Instantaneous velocity is the velocity at a specific moment, given by v = lim(ฮt→0) (ฮx/ฮt) = dx/dt. It’s the derivative of position with respect to time. Example: For x = t², v = 2t.
[1 mark for definition, 1 mark for formula, 1 mark for example]
Average velocity = displacement / total time.
Displacement = 50 m, time = 5 s.
Average velocity = 50 / 5 = 10 m/s.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Average speed uses total distance, which includes all path lengths. Average velocity uses displacement, which may be smaller due to direction changes. Example: A round trip has zero displacement but non-zero distance.
[1 mark for explanation, 1 mark for example, 1 mark for clarity]
Velocity v = dx/dt. Given x = 2t² + 3t.
v = d(2t² + 3t)/dt = 4t + 3. At t=3: v = 4(3) + 3 = 15 m/s.
[1 mark for differentiation, 1 mark for substitution, 1 mark for answer]
Displacement = 40 km east - 30 km west = 10 km east = 10,000 m.
Time = 2 h = 7200 s. Average velocity = 10,000 / 7200 = 1.39 m/s east.
[1 mark for displacement, 1 mark for calculation, 1 mark for answer]
Average speed equals instantaneous speed in uniform motion, where speed is constant throughout. Example: A car moving at a constant 20 m/s for 10 s.
[1 mark for condition, 1 mark for explanation, 1 mark for example]
Time for 100 km at 50 km/h = 100/50 = 2 h. Time at 100 km/h = 100/100 = 1 h.
Total distance = 200 km, total time = 2 + 1 = 3 h.
Average speed = 200 / 3 = 66.67 km/h.
[1 mark for time, 1 mark for calculation, 1 mark for answer]
Uniformly accelerated motion is motion with constant acceleration. Example: A ball falling freely under gravity with a = 9.8 m/s², velocity increasing uniformly.
[1 mark for definition, 1 mark for example, 1 mark for clarity]
For uniformly accelerated motion:
(i) v = u + at
(ii) s = ut + (1/2)at²
(iii) v² = u² + 2as
[1 mark for each equation]
Use v = u + at, where u = 0, a = 3 m/s², t = 4 s.
v = 0 + 3 × 4 = 12 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Gravity causes constant acceleration (g = 9.8 m/s²) in free fall or vertical motion. It uniformly increases velocity of falling objects, e.g., a dropped stone accelerates at g.
[1 mark for role, 1 mark for example, 1 mark for clarity]
Use s = ut + (1/2)at², where u = 0, a = 2 m/s², t = 5 s.
s = 0 + (1/2) × 2 × 5² = 25 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Uniform motion: Constant velocity, a = 0, e.g., car at steady 20 m/s.
Uniformly accelerated motion: Constant acceleration, velocity changes, e.g., a falling ball with a = g.
[1 mark for uniform, 1 mark for accelerated, 1 mark for examples]
Use v = u + at, where u = 0, v = 20 m/s, a = 4 m/s².
20 = 0 + 4t, t = 20/4 = 5 s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Use v = u + at, where u = 0, a = 10 m/s², t = 2 s.
v = 0 + 10 × 2 = 20 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
In uniform acceleration, a = constant. From v = u + at, velocity increases linearly with time (t) as a is constant. Example: A car with a = 2 m/s² has v = 2t.
[1 mark for explanation, 1 mark for formula, 1 mark for example]
Use v² = u² + 2as, where v = 0, u = 20 m/s, a = -5 m/s².
0 = 20² + 2(-5)s, 0 = 400 - 10s, s = 40 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Acceleration is the slope of the velocity-time graph, a = ฮv/ฮt. For uniform acceleration, the graph is a straight line. Example: If v increases from 10 to 20 m/s in 5 s, a = (20-10)/5 = 2 m/s².
[1 mark for slope, 1 mark for explanation, 1 mark for example]
For uniform motion, velocity is constant, so the velocity-time graph is a horizontal straight line parallel to the time axis. Example: A car at 20 m/s has a flat line at v = 20 m/s.
[1 mark for description, 1 mark for graph, 1 mark for example]
Displacement = area under v-t graph. For uniform motion, area = v × t. Example: For v = 10 m/s, t = 5 s, area = 10 × 5 = 50 m.
[1 mark for area, 1 mark for formula, 1 mark for example]
For constant velocity, the position-time graph is a straight line (x = vt + x₀). The slope equals velocity. Example: A car at 10 m/s has a linear x-t graph with slope 10.
[1 mark for description, 1 mark for slope, 1 mark for example]
The slope of a position-time graph (dx/dt) represents instantaneous velocity. Example: For x = 2t, slope = 2 m/s, indicating constant velocity.
[1 mark for slope, 1 mark for velocity, 1 mark for example]
For uniformly accelerated motion, the position-time graph is a parabola (x = ut + (1/2)at²). Example: For a = 2 m/s², u = 0, x = t² gives a parabolic curve.
[1 mark for description, 1 mark for equation, 1 mark for example]
Acceleration = slope of v-t graph. Given slope = 2.
a = ฮv/ฮt = 2 m/s².
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
A negative slope in a v-t graph indicates deceleration, where velocity decreases with time. Example: A car slowing from 20 m/s to 10 m/s in 5 s has a = (10-20)/5 = -2 m/s².
[1 mark for explanation, 1 mark for example, 1 mark for calculation]
For non-uniform motion, distance is the total path length from the x-t graph. Split the graph into segments, calculate displacement per segment, and sum absolute values. Example: For a curved x-t graph, integrate |dx/dt| over time.
[1 mark for method, 1 mark for explanation, 1 mark for example]
Free fall: v-t graph is a straight line (v = gt, slope = g). x-t graph is a parabola (x = (1/2)gt²). Velocity increases linearly, while position changes quadratically.
[1 mark for v-t, 1 mark for x-t, 1 mark for comparison]
On a v-t graph for uniform acceleration, velocity increases linearly. Slope = a = (v-u)/t.
Rearrange: v - u = at, so v = u + at.
Example: For u = 0, a = 2 m/s², t = 5 s, v = 10 m/s.
[1 mark for graph, 1 mark for derivation, 1 mark for example]
Velocity v = u + at, and v = ds/dt.
ds = (u + at) dt. Integrate: s = ∫(u + at) dt = ut + (1/2)at² + c.
At t=0, s=0, so c=0. Thus, s = ut + (1/2)at².
[1 mark for setup, 1 mark for integration, 1 mark for answer]
On a v-t graph, displacement = area under the graph = (v+u)/2 × t. From v = u + at, t = (v-u)/a.
Substitute: s = (v+u)/2 × (v-u)/a. Simplify: v² = u² + 2as.
[1 mark for area, 1 mark for derivation, 1 mark for answer]
From a = v dv/ds (chain rule), ∫a ds = ∫v dv.
Left: a∫ds = as. Right: ∫v dv = (v² - u²)/2.
Equate: as = (v² - u²)/2, so v² = u² + 2as.
[1 mark for setup, 1 mark for integration, 1 mark for answer]
For uniform acceleration, v-t graph is a straight line from u to v. Displacement = area of trapezium = (u+v)/2 × t.
Using v = u + at, s = ut + (1/2)at².
[1 mark for area, 1 mark for formula, 1 mark for derivation]
Given a = constant, a = dv/dt.
dv = a dt. Integrate: v = ∫a dt = at + c. At t=0, v=u, so c=u.
Thus, v = u + at.
[1 mark for setup, 1 mark for integration, 1 mark for answer]
For v = u + at, the v-t graph is a straight line. Displacement = area under v-t graph = area of trapezium = (u+v)/2 × t.
Substitute v = u + at: s = ut + (1/2)at².
[1 mark for area, 1 mark for derivation, 1 mark for answer]
Distance in nth second s_n = displacement from t=n-1 to t=n.
s = ut + (1/2)at², s_n = s(n) - s(n-1) = u + (1/2)a(2n-1).
Or, s_n = ∫(n-1 to n)(u + at) dt = u + (1/2)a(2n-1).
[1 mark for setup, 1 mark for derivation, 1 mark for answer]
For a projectile, v-t graph for vertical motion is a straight line (v = u - gt). At max height, v = 0.
From graph, time to max height = u/g (where v = 0).
[1 mark for graph, 1 mark for derivation, 1 mark for answer]
Velocity v = dx/dt, acceleration a = dv/dt = d²x/dt².
For uniform acceleration, a = constant, so v = u + at (integrate a).
Example: If x = t², a = 2 m/s² (constant).
[1 mark for relation, 1 mark for derivation, 1 mark for example]
Chapter 3: Motion in a Plane
Position vector: Vector from origin to a point, e.g., r = 3i + 4j m.
Displacement vector: Vector from initial to final position, e.g., ฮr = r₂ - r₁.
Both have magnitude and direction.
[1 mark for position, 1 mark for displacement, 1 mark for clarity]
Displacement vector ฮr = r₂ - r₁. Given r₁ = 2i + 3j, r₂ = 5i + 7j.
ฮr = (5i + 7j) - (2i + 3j) = 3i + 4j m.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Position vectors specify an object’s location relative to the origin (e.g., r = xi + yj). They help track motion in a plane by defining coordinates. Example: A particle at (3, 4) m has r = 3i + 4j m.
[1 mark for role, 1 mark for explanation, 1 mark for example]
Magnitude of position vector |r| = √(x² + y²). Given r = 6i + 8j.
|r| = √(6² + 8²) = √(36 + 64) = √100 = 10 m.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Displacement vector: Has magnitude and direction (e.g., 5i m). Distance: Scalar, only magnitude (e.g., 5 m). Displacement is the shortest path, distance is total path length.
[1 mark for displacement, 1 mark for distance, 1 mark for difference]
Displacement ฮr = r₂ - r₁. Given r₁ = i + j, r₂ = -2i + 3j.
ฮr = (-2i + 3j) - (i + j) = -3i + 2j m.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Displacement ฮr = r₂ - r₁ = (4i + 6j) - (i + 2j) = 3i + 4j m.
Direction ฮธ = tan⁻¹(ฮy/ฮx) = tan⁻¹(4/3) ≈ 53.13°.
[1 mark for displacement, 1 mark for direction formula, 1 mark for answer]
The direction of a position vector indicates the angle relative to the origin, defining the object’s location. Example: r = 3i + 4j m has direction ฮธ = tan⁻¹(4/3) from the x-axis.
[1 mark for significance, 1 mark for explanation, 1 mark for example]
Displacement ฮr = 3i + 4j m. Magnitude |ฮr| = √(x² + y²).
|ฮr| = √(3² + 4²) = √(9 + 16) = 5 m.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Position vectors (r = xi + yj) define an object’s coordinates in a plane, tracking its motion along x and y axes. Example: A particle moving from (1, 2) m to (3, 4) m has ฮr = 2i + 2j m.
[1 mark for role, 1 mark for explanation, 1 mark for example]
A general vector is a quantity with magnitude and direction, represented as A = A_x i + A_y j in 2D. Notation: Bold A or arrow (→A). Example: Velocity v = 3i + 4j m/s.
[1 mark for definition, 1 mark for notation, 1 mark for example]
A vector A = A_x i + A_y j has x-component (A_x) and y-component (A_y) along i and j unit vectors. Example: A = 5i + 12j m has A_x = 5 m, A_y = 12 m.
[1 mark for components, 1 mark for explanation, 1 mark for example]
Magnitude |A| = √(A_x² + A_y²). Given A = 3i - 4j.
|A| = √(3² + (-4)²) = √(9 + 16) = 5 units.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
The direction of a vector is the angle it makes with a reference axis (e.g., x-axis), given by ฮธ = tan⁻¹(A_y/A_x). Example: For A = 3i + 3j, ฮธ = tan⁻¹(3/3) = 45°.
[1 mark for definition, 1 mark for formula, 1 mark for example]
A = A_x i + A_y j, where A_x = A cosฮธ, A_y = A sinฮธ. Given A = 10, ฮธ = 60°.
A_x = 10 cos60° = 5, A_y = 10 sin60° = 5√3. A = 5i + 5√3 j.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Unit vectors (i, j) have magnitude 1 and define direction along axes, simplifying vector representation. Example: A = 2i + 3j uses i, j to denote x, y directions.
[1 mark for role, 1 mark for explanation, 1 mark for example]
Direction ฮธ = tan⁻¹(A_y/A_x). Given A = -3i + 4j, A_x = -3, A_y = 4.
ฮธ = tan⁻¹(4/-3) = -53.13° (second quadrant, ฮธ = 180° - 53.13° = 126.87°).
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Vector notation (e.g., A = A_x i + A_y j) simplifies describing quantities with direction, like velocity. It allows precise calculations in 2D/3D. Example: Displacement r = 3i + 4j m.
[1 mark for significance, 1 mark for explanation, 1 mark for example]
A = A_x i + A_y j, A_x = A cosฮธ, A_y = A sinฮธ. Given A = 8, ฮธ = 45°.
A_x = 8 cos45° = 8/√2 = 4√2, A_y = 8 sin45° = 4√2. A = 4√2 i + 4√2 j.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Vector notation (e.g., v = v_x i + v_y j) describes motion in multiple directions, enabling component-wise analysis. Example: A projectile’s velocity v = u cosฮธ i + u sinฮธ j.
[1 mark for role, 1 mark for explanation, 1 mark for example]
[1 mark for definition, 1 mark for example, 1 mark for clarity]
Vectors are equal if their components are identical. A = 2i + 3j, B = 2i + 3j.
A_x = B_x = 2, A_y = B_y = 3. Since components and direction are the same, A = B.
[1 mark for condition, 1 mark for comparison, 1 mark for answer]
Vectors are equal if they have the same magnitude and direction. A = 5i (right), B = -5i (left).
Magnitude |A| = |B| = 5, but directions are opposite, so A ≠ B.
[1 mark for condition, 1 mark for explanation, 1 mark for answer]
Vector equality requires same magnitude and direction. Example: A = 4i (right) and B = 4j (up) have |A| = |B| = 4, but different directions, so A ≠ B.
[1 mark for condition, 1 mark for explanation, 1 mark for example]
Rewrite B = 4j - 3i = -3i + 4j. Compare: A = 3i - 4j, B = -3i + 4j.
Components differ (A_x = 3, B_x = -3; A_y = -4, B_y = 4), so A ≠ B.
[1 mark for rewriting, 1 mark for comparison, 1 mark for answer]
Vectors are equal only if their magnitude and direction match. Direction determines the vector’s orientation. Example: A = 5i (right) and B = -5i (left) differ due to opposite directions.
[1 mark for explanation, 1 mark for importance, 1 mark for example]
B = 2√2 cos45° i + 2√2 sin45° j = 2i + 2j.
A = 2i + 2j. Since A_x = B_x = 2, A_y = B_y = 2, A = B.
[1 mark for B components, 1 mark for comparison, 1 mark for answer]
Two vectors are equal if their corresponding components are identical (A_x = B_x, A_y = B_y). Example: A = 3i + 4j, B = 3i + 4j are equal as components match.
[1 mark for condition, 1 mark for explanation, 1 mark for example]
B = 10 cos306.87° i + 10 sin306.87° j = 6i - 8j (cos306.87° = 0.6, sin306.87° = -0.8).
A = 6i - 8j. Components match, so A = B.
[1 mark for B components, 1 mark for comparison, 1 mark for answer]
Vectors in different planes have components in different directions (e.g., i, j vs. i, k). Equality requires identical components. Example: A = 3i + 4j (xy-plane) ≠ B = 3i + 4k (xz-plane).
[1 mark for explanation, 1 mark for reason, 1 mark for example]
Multiplying a vector A by a real number k scales its magnitude by |k|, keeping direction same (k > 0) or opposite (k < 0). Example: If A = 2i, 3A = 6i.
[1 mark for definition, 1 mark for effect, 1 mark for example]
For kA, multiply each component by k. Given A = 3i + 4j, k = 2.
2A = 2(3i + 4j) = 6i + 8j.
[1 mark for method, 1 mark for calculation, 1 mark for answer]
Multiplying by -1 reverses the vector’s direction, keeping magnitude same. Example: A = 2i + 3j, -A = -2i - 3j (opposite direction).
[1 mark for effect, 1 mark for explanation, 1 mark for example]
For kA, multiply components by k. Given A = i - 2j, k = -3.
-3A = -3(i - 2j) = -3i + 6j.
[1 mark for method, 1 mark for calculation, 1 mark for answer]
Multiplying by a fraction (0 < k < 1) reduces the vector’s magnitude, keeping direction same. Example: A = 4i + 3j, (1/2)A = 2i + 1.5j (smaller magnitude).
[1 mark for effect, 1 mark for explanation, 1 mark for example]
For kA, multiply components by k. Given A = 6i + 8j, k = 1/2.
(1/2)A = (1/2)(6i + 8j) = 3i + 4j.
[1 mark for method, 1 mark for calculation, 1 mark for answer]
A negative number (k < 0) scales the magnitude by |k| and reverses direction. Example: A = 2i, -2A = -4i (opposite direction, doubled magnitude).
[1 mark for effect, 1 mark for explanation, 1 mark for example]
For kA, multiply components by k. Given A = -2i + 3j, k = 4.
4A = 4(-2i + 3j) = -8i + 12j.
[1 mark for method, 1 mark for calculation, 1 mark for answer]
Multiplying by zero (k = 0) makes all components zero, resulting in a null vector (0 magnitude). Example: A = 3i + 4j, 0A = 0i + 0j = 0.
[1 mark for explanation, 1 mark for reason, 1 mark for example]
For kA, multiply components by k. Given A = 4i - 2j, k = -1.5.
-1.5A = -1.5(4i - 2j) = -6i + 3j.
[1 mark for method, 1 mark for calculation, 1 mark for answer]
Vector addition combines vectors by adding their components: A + B = (A_x + B_x)i + (A_y + B_y)j. Example: A = 2i + 3j, B = 1i + 4j, A + B = 3i + 7j.
[1 mark for method, 1 mark for example, 1 mark for clarity]
A + B = (A_x + B_x)i + (A_y + B_y)j. Given A = 3i + 2j, B = -1i + 5j.
A + B = (3 - 1)i + (2 + 5)j = 2i + 7j.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Parallelogram law: The resultant of two vectors is the diagonal of the parallelogram formed by them. Magnitude: R = √(A² + B² + 2ABcosฮธ). Example: A = 3i, B = 4j, R = 5 units at 53.13°.
[1 mark for law, 1 mark for magnitude, 1 mark for example]
A - B = (A_x - B_x)i + (A_y - B_y)j. Given A = 4i + 3j, B = 2i + 1j.
A - B = (4 - 2)i + (3 - 1)j = 2i + 2j.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Vector subtraction A - B = A + (-B). Geometrically, add the negative of B (opposite direction) to A. Example: A = 3i, B = 2i, A - B = 3i + (-2i) = i.
[1 mark for method, 1 mark for geometry, 1 mark for example]
A + B = 3i + 4j. Magnitude |R| = √(R_x² + R_y²).
|R| = √(3² + 4²) = √(9 + 16) = 5 units.
[1 mark for addition, 1 mark for magnitude, 1 mark for answer]
A + B = (A_x + B_x)i + (A_y + B_y)j. Given A = 5i - 2j, B = -3i + 4j.
A + B = (5 - 3)i + (-2 + 4)j = 2i + 2j.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
A - B = (4 - 1)i + (3 - 1)j = 3i + 2j. Direction ฮธ = tan⁻¹(R_y/R_x).
ฮธ = tan⁻¹(2/3) = 33.69°.
[1 mark for subtraction, 1 mark for direction, 1 mark for answer]
Triangle law: Place vectors head-to-tail; the resultant is from the tail of the first to the head of the second. Example: A = 3i, B = 4j, resultant = 3i + 4j (closes triangle).
[1 mark for law, 1 mark for explanation, 1 mark for example]
A - B = (6 - 2)i + (8 - 2)j = 4i + 6j. Magnitude |R| = √(4² + 6²).
|R| = √(16 + 36) = √52 = 7.21 units.
[1 mark for subtraction, 1 mark for magnitude, 1 mark for answer]
A unit vector has magnitude 1 and specifies direction. Example: For A = 3i + 4j, unit vector รข = A/|A| = (3i + 4j)/5 = 0.6i + 0.8j.
[1 mark for definition, 1 mark for example, 1 mark for clarity]
Unit vector รข = A/|A|. Magnitude |A| = √(6² + 8²) = √100 = 10.
รข = (6i + 8j)/10 = 0.6i + 0.8j.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Unit vectors (i, j) simplify vector representation by defining direction along axes. They help express vectors in component form. Example: Velocity v = 5i + 3j m/s uses i, j.
[1 mark for use, 1 mark for explanation, 1 mark for example]
Unit vector รข = A/|A|. Magnitude |A| = √((-3)² + 4²) = √25 = 5.
รข = (-3i + 4j)/5 = -0.6i + 0.8j.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Unit vectors have magnitude 1 to standardize direction representation without affecting magnitude. Example: รข = (3i + 4j)/5 has |รข| = 1, showing only direction.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Unit vector รข = A/|A|. Magnitude |A| = √(5²) = 5.
รข = 5i/5 = i.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Unit vectors (i, j) allow component-wise addition, subtraction, and scaling of vectors. Example: A = 2i + 3j, B = 1i + 4j, A + B = 3i + 7j using i, j.
[1 mark for role, 1 mark for explanation, 1 mark for example]
Unit vector รข = A/|A|. Magnitude |A| = √((-2)² + (-2)²) = √8 = 2√2.
รข = (-2i - 2j)/(2√2) = (-i - j)/√2 = -0.707i - 0.707j.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
A = 10 cos30° i + 10 sin30° j = 5√3 i + 5j. |A| = √((5√3)² + 5²) = 10.
รข = (5√3 i + 5j)/10 = 0.866i + 0.5j.
[1 mark for A, 1 mark for calculation, 1 mark for answer]
i and j are unit vectors along x and y axes (magnitude 1), standardizing 2D vector representation. Example: A = 3i + 4j uses i, j for x, y directions.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
Resolution splits a vector into x and y components: A = A_x i + A_y j, where A_x = A cosฮธ, A_y = A sinฮธ. Example: A = 5 units at 37°, A_x = 5 cos37° ≈ 4, A_y = 5 sin37° ≈ 3.
[1 mark for method, 1 mark for formulas, 1 mark for example]
A = A_x i + A_y j, A_x = A cosฮธ, A_y = A sinฮธ. Given A = 10, ฮธ = 60°.
A_x = 10 cos60° = 5, A_y = 10 sin60° = 5√3. A = 5i + 5√3 j.
[1 mark for formulas, 1 mark for calculation, 1 mark for answer]
A_x = A cosฮธ, A_y = A sinฮธ. Given A = 8, ฮธ = 45°.
A_x = 8 cos45° = 8/√2 ≈ 5.66, A_y = 8 sin45° ≈ 5.66. A = 5.66i + 5.66j.
[1 mark for formulas, 1 mark for calculation, 1 mark for answer]
Resolution simplifies vector analysis by breaking vectors into x, y components for easier calculations. Example: A projectile’s velocity splits into horizontal (u cosฮธ) and vertical (u sinฮธ) components.
[1 mark for importance, 1 mark for explanation, 1 mark for example]
A_x = A cosฮธ, A_y = A sinฮธ. Given A = 12, ฮธ = 120°.
A_x = 12 cos120° = -6, A_y = 12 sin120° = 6√3. A = -6i + 6√3 j.
[1 mark for formulas, 1 mark for calculation, 1 mark for answer]
x-component A_x = A cosฮธ. Given A = 15, ฮธ = 30°.
A_x = 15 cos30° = 15 × √3/2 ≈ 12.99 units.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
y-component A_y = A sinฮธ. Given A = 20, ฮธ = 60°.
A_y = 20 sin60° = 20 × √3/2 ≈ 17.32 units.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Resolution splits projectile velocity into horizontal (u cosฮธ) and vertical (u sinฮธ) components, allowing independent analysis of each. Example: A ball at 20 m/s, 30° has u_x = 17.32 m/s, u_y = 10 m/s.
[1 mark for role, 1 mark for explanation, 1 mark for example]
A_x = A cosฮธ, A_y = A sinฮธ. Given A = 7, ฮธ = 270°.
A_x = 7 cos270° = 0, A_y = 7 sin270° = -7. A = -7j.
[1 mark for formulas, 1 mark for calculation, 1 mark for answer]
A_x = A cosฮธ, A_y = A sinฮธ. Given A = 9, ฮธ = 180°.
A_x = 9 cos180° = -9, A_y = 9 sin180° = 0. A = -9i.
[1 mark for formulas, 1 mark for calculation, 1 mark for answer]
Scalar product (A·B): A scalar, A·B = AB cosฮธ.
Vector product (A×B): A vector, |A×B| = AB sinฮธ, direction by right-hand rule.
Example: A = 3i, B = 4j, A·B = 0, |A×B| = 12.
[1 mark for scalar, 1 mark for vector, 1 mark for example]
A·B = A_x B_x + A_y B_y. Given A = 2i + 3j, B = 4i + 5j.
A·B = (2 × 4) + (3 × 5) = 8 + 15 = 23.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
A×B = (A_x B_y - A_y B_x)k. Given A = 3i, B = 4j.
A×B = (3 × 4 - 0 × 0)k = 12k.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Scalar product (A·B = AB cosฮธ) gives the component of one vector along another, used in work (W = F·d). Example: Force F = 3i N, displacement d = 4i m, W = 12 J.
[1 mark for significance, 1 mark for explanation, 1 mark for example]
A·B = |A||B| cosฮธ. A·B = (3 × 4) + (4 × 3) = 24. |A| = √(3² + 4²) = 5, |B| = 5.
cosฮธ = 24/(5 × 5) = 0.96, ฮธ = cos⁻¹(0.96) ≈ 16.26°.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Vector product (A×B) gives a vector perpendicular to both, used in torque (ฯ = r×F). Example: r = 2i m, F = 3j N, ฯ = 6k N·m.
[1 mark for significance, 1 mark for explanation, 1 mark for example]
A·B = A_x B_x + A_y B_y. Given A = 5i - 2j, B = -2i + 3j.
A·B = (5 × -2) + (-2 × 3) = -10 - 6 = -16.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
|A×B| = |A_x B_y - A_y B_x|. Given A = 2i + 2j, B = 3i - 3j.
|A×B| = |(2 × -3) - (2 × 3)| = |-6 - 6| = 12 units.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Scalar product: A·B = B·A (commutative) as it’s a scalar. Vector product: A×B = -B×A (not commutative) due to direction (right-hand rule). Example: A = i, B = j, A×B = k, B×A = -k.
[1 mark for explanation, 1 mark for reason, 1 mark for example]
A×B = (A_x B_y - A_y B_x)k = (3 × 4 - 0 × 0)k = 12k.
Direction is along +z-axis (by right-hand rule).
[1 mark for calculation, 1 mark for direction, 1 mark for answer]
Motion in a plane is two-dimensional motion involving x and y coordinates. Example: A projectile’s parabolic path with horizontal and vertical components.
[1 mark for definition, 1 mark for example, 1 mark for clarity]
Motion in a plane involves two directions (x, y), requiring vectors to describe position, velocity, etc. Example: A ball thrown at an angle needs velocity components (u cosฮธ, u sinฮธ).
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Velocity v = v_x i + v_y j, v_x = v cosฮธ, v_y = v sinฮธ. Given v = 10 m/s, ฮธ = 45°.
v_x = 10 cos45° = 7.07 m/s, v_y = 10 sin45° = 7.07 m/s. v = 7.07i + 7.07j m/s.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Components (x, y) simplify analysis of 2D motion by treating each direction independently. Example: Projectile motion splits into horizontal (constant velocity) and vertical (accelerated).
[1 mark for role, 1 mark for explanation, 1 mark for example]
Displacement r = (v_x t)i + (v_y t)j, v_x = 5 cos30° ≈ 4.33, v_y = 5 sin30° = 2.5.
r = (4.33 × 2)i + (2.5 × 2)j = 8.66i + 5j m.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
2D motion uses vectors (e.g., r = xi + yj) to describe position, velocity, etc., in x and y directions. Example: A car moving at 10i + 5j m/s has x, y components.
[1 mark for method, 1 mark for explanation, 1 mark for example]
Acceleration a = a_x i + a_y j, a_x = a cosฮธ, a_y = a sinฮธ. Given a = 2 m/s², ฮธ = 60°.
a_x = 2 cos60° = 1, a_y = 2 sin60° = √3. a = i + √3 j m/s².
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
2D motion involves two coordinates (x, y), while 1D motion uses one. Example: A projectile moves in a plane (x, y), unlike a car on a straight road (x only).
[1 mark for difference, 1 mark for explanation, 1 mark for example]
Displacement r = (v_x t)i + (v_y t)j = (4 × 2)i + (3 × 2)j = 8i + 6j m.
Magnitude |r| = √(8² + 6²) = √100 = 10 m.
[1 mark for displacement, 1 mark for magnitude, 1 mark for answer]
Vectors describe magnitude and direction of quantities like velocity in 2D. Example: A plane’s velocity v = 100i + 50j m/s shows motion in x, y directions.
[1 mark for role, 1 mark for explanation, 1 mark for example]
Uniform velocity: Constant speed and direction (e.g., v = 5i m/s).
Uniform acceleration: Constant acceleration vector (e.g., a = 2i m/s²).
Example: Projectile motion has uniform horizontal velocity, vertical acceleration.
[1 mark for definitions, 1 mark for example, 1 mark for clarity]
Uniform velocity in 2D: Constant velocity vector (no change in magnitude or direction). Example: A car moving at v = 10i + 5j m/s on a straight path.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
For uniform velocity, r = v t. Given v = 3i + 4j m/s, t = 5 s.
r = (3 × 5)i + (4 × 5)j = 15i + 20j m.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Uniform acceleration: Constant acceleration vector. Example: A projectile has a = -gj m/s² (vertical acceleration due to gravity, no horizontal acceleration).
[1 mark for definition, 1 mark for explanation, 1 mark for example]
v = u + a t. Given u = 4i m/s, a = 2i + 3j m/s², t = 2 s.
v = 4i + (2i + 3j) × 2 = 4i + 4i + 6j = 8i + 6j m/s.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
r = u t + (1/2)a t². Given u = 5i m/s, a = 2j m/s², t = 3 s.
r = (5i × 3) + (1/2)(2j)(3²) = 15i + 9j m.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Projectile motion has constant acceleration (a = -gj) due to gravity in the vertical direction, while horizontal velocity is constant. Example: A thrown ball follows this pattern.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
v = u + a t. Given u = 3i + 4j m/s, a = -2j m/s², t = 2 s.
v = (3i + 4j) + (-2j × 2) = 3i + 4j - 4j = 3i m/s.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Uniform velocity means constant velocity vector (no change in magnitude or direction), so a = dv/dt = 0. Example: A plane cruising at 100i m/s.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
r = u t + (1/2)a t² = (2i × 4) + (1/2)(3j)(4²) = 8i + 24j m.
|r| = √(8² + 24²) = √(64 + 576) = 25.3 m.
[1 mark for displacement, 1 mark for magnitude, 1 mark for answer]
Projectile motion is motion under gravity along a curved path with constant horizontal velocity and vertical acceleration (g).
Examples: (i) A ball kicked in football, (ii) A bullet fired from a gun.
[1 mark for definition, 1 mark for examples, 1 mark for clarity]
Vertical velocity: v_y = u sinฮธ - gt. At max height, v_y = 0, so 0 = u sinฮธ - gt, t = u sinฮธ/g.
Time of flight T = 2 × time to max height = 2u sinฮธ/g.
[1 mark for setup, 1 mark for derivation, 1 mark for expression]
Maximum height H = (u² sin²ฮธ)/(2g). Given u = 20 m/s, ฮธ = 30°, sin30° = 0.5.
H = (20² × 0.5²)/(2 × 10) = (400 × 0.25)/20 = 5 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Range R = (u² sin2ฮธ)/g. Sin2ฮธ is maximum (1) at 2ฮธ = 90°, so ฮธ = 45°. This balances horizontal and vertical components for max range.
[1 mark for formula, 1 mark for explanation, 1 mark for clarity]
Range R = (u² sin2ฮธ)/g. Given u = 30 m/s, ฮธ = 60°, sin120° = √3/2.
R = (30² × √3/2)/10 = (900 × 0.866)/10 ≈ 77.94 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
x = u cosฮธ t, y = u sinฮธ t - (1/2)gt². From x, t = x/(u cosฮธ).
Substitute in y: y = x tanฮธ - (g x²)/(2 u² cos²ฮธ).
[1 mark for setup, 1 mark for substitution, 1 mark for equation]
Projectile motion involves horizontal (constant velocity) and vertical (accelerated) components, requiring x, y coordinates. Example: A thrown ball has u cosฮธ (x) and u sinฮธ - gt (y).
[1 mark for reason, 1 mark for explanation, 1 mark for example]
At max height, v_y = 0. v_y = u sinฮธ - gt. Given u = 40 m/s, ฮธ = 45°, sin45° = 1/√2.
0 = 40/√2 - 10t, t = 2.83 s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Air resistance reduces range and height by opposing motion, altering the parabolic trajectory. Example: A feather’s path is more affected than a stone’s.
[1 mark for effect, 1 mark for explanation, 1 mark for example]
Range R = (u² sin2ฮธ)/g. Given R = 100 m, u = 20 m/s, g = 10 m/s².
100 = (20² × sin2ฮธ)/10, sin2ฮธ = 0.25, 2ฮธ = 30°, ฮธ = 15°.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Chapter 4: Laws of Motion
Force is a push or pull that changes an object’s state of rest or motion. Example: Pushing a cart to make it move.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
Force causes acceleration, changing an object’s velocity or direction. Example: Kicking a ball changes its speed and direction.
[1 mark for effect, 1 mark for explanation, 1 mark for example]
Force has magnitude and direction, e.g., 10 N upward. Its effect depends on direction. Example: Pulling a box east vs. west changes its motion.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
Force F = ma. Given m = 5 kg, a = 2 m/s².
F = 5 × 2 = 10 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Force changes momentum by causing acceleration (F = dp/dt). Example: A bat hitting a ball increases its momentum.
[1 mark for role, 1 mark for explanation, 1 mark for example]
Contact force: Acts via physical contact, e.g., friction. Non-contact force: Acts without contact, e.g., gravity. Example: Pushing a table (contact) vs. a falling apple (non-contact).
[1 mark for differentiation, 1 mark for examples, 1 mark for clarity]
For constant velocity, a = 0, so F = ma = 0. Given m = 3 kg.
Net force F = 0 N.
[1 mark for concept, 1 mark for calculation, 1 mark for answer]
Force can deform objects by altering their shape or size. Example: Compressing a spring by applying force.
[1 mark for effect, 1 mark for explanation, 1 mark for example]
Force overcomes inertia or opposing forces (e.g., friction) to initiate or change motion. Example: A car needs engine force to move against friction.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
F = ma, so a = F/m. Given F = 20 N, m = 4 kg.
a = 20/4 = 5 m/s².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Inertia is the tendency of an object to resist changes in its state of motion. Example: A book stays at rest on a table.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
Newton’s First Law: An object remains at rest or in uniform motion unless acted upon by a net external force. Example: A car continues moving unless brakes are applied.
[1 mark for statement, 1 mark for explanation, 1 mark for example]
Inertia is proportional to mass; heavier objects resist motion changes more. Example: A 10 kg box is harder to push than a 1 kg box.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Due to inertia, a body at rest stays at rest unless a net external force acts, per Newton’s First Law. Example: A stone remains still without force.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Newton’s First Law states that motion continues without net force. Example: A hockey puck slides on ice with minimal friction until stopped.
[1 mark for law, 1 mark for explanation, 1 mark for example]
It describes inertia, the resistance to motion change, as objects maintain rest or motion without force. Example: A ball rolls until friction stops it.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Inertia keeps passengers moving forward during a sudden stop unless seat belts apply force. Example: A person lurches forward in a crash.
[1 mark for role, 1 mark for explanation, 1 mark for example]
Greater mass means greater inertia, requiring more force to change motion. Example: Pushing a truck vs. a bicycle.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Per Newton’s First Law, constant velocity means a = 0, so F = ma = 0. Given m = 6 kg.
Net force = 0 N.
[1 mark for concept, 1 mark for calculation, 1 mark for answer]
Inertia keeps a satellite moving in its orbit unless acted upon by forces like gravity. Example: A satellite moves tangentially without air resistance.
[1 mark for role, 1 mark for explanation, 1 mark for example]
Momentum is mass times velocity (p = mv), a vector quantity. Unit: kg·m/s. Example: A 2 kg ball at 5 m/s has p = 10 kg·m/s.
[1 mark for definition, 1 mark for unit, 1 mark for example]
The rate of change of momentum is proportional to the applied force (F = dp/dt). Example: A force accelerates a car.
[1 mark for statement, 1 mark for explanation, 1 mark for example]
Momentum p = mv, dp/dt = m(dv/dt) = ma. Newton’s Second Law states F = dp/dt, so F = ma.
[1 mark for setup, 1 mark for derivation, 1 mark for expression]
Momentum p = mv. Given m = 3 kg, v = 4 m/s.
p = 3 × 4 = 12 kg·m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
F = ma. Given m = 10 kg, a = 5 m/s².
F = 10 × 5 = 50 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Newton’s Second Law (F = ma) states force causes acceleration proportional to mass. Example: A 20 N force on a 4 kg object gives a = 5 m/s².
[1 mark for relation, 1 mark for explanation, 1 mark for example]
F = ma, so a = F/m. Given F = 8 N, m = 2 kg.
a = 8/2 = 4 m/s².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Momentum (p = mv) depends on velocity, a vector, so it has direction. Example: A car moving east at 10 m/s has different momentum than west.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
ฮp = m(v_f - v_i). Given m = 5 kg, v_i = 2 m/s, v_f = 6 m/s.
ฮp = 5 × (6 - 2) = 20 kg·m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
It relates force, mass, and acceleration, enabling motion prediction. Example: Calculating a rocket’s acceleration from its thrust.
[1 mark for significance, 1 mark for explanation, 1 mark for example]
Impulse is force times time (J = Fฮt), equal to change in momentum. Unit: N·s or kg·m/s. Example: A bat hitting a ball.
[1 mark for definition, 1 mark for unit, 1 mark for example]
Newton’s Second Law: F = dp/dt. Impulse J = Fฮt = ฮp (change in momentum). Example: A 10 N force for 2 s gives J = 20 N·s.
[1 mark for relation, 1 mark for explanation, 1 mark for example]
Impulse J = Fฮt. Given F = 15 N, ฮt = 3 s.
J = 15 × 3 = 45 N·s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Impulse (J = Fฮt) equals the change in momentum (ฮp). Example: A cricket ball’s momentum changes when struck by a bat.
[1 mark for relation, 1 mark for explanation, 1 mark for example]
Impulse J = ฮp = m(v_f - v_i). Given m = 2 kg, v_i = 3 m/s, v_f = 7 m/s.
J = 2 × (7 - 3) = 8 N·s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Impulse measures momentum change during collisions, affecting outcomes. Example: A car’s airbag increases ฮt, reducing force.
[1 mark for importance, 1 mark for explanation, 1 mark for example]
J = Fฮt, so F = J/ฮt. Given J = 24 N·s, ฮt = 4 s.
F = 24/4 = 6 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Impulse (J = Fฮt) shows increasing ฮt reduces force, minimizing injury. Example: A padded glove increases contact time in boxing.
[1 mark for mechanism, 1 mark for explanation, 1 mark for example]
J = mฮv, so ฮv = J/m. Given J = 16 N·s, m = 4 kg.
ฮv = 16/4 = 4 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Impulse (J = Fฮt) depends on force, a vector, so it has direction. Example: A ball hit eastward gains eastward momentum.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
For every action, there is an equal and opposite reaction. Example: A rocket moves forward as exhaust gases push backward.
[1 mark for statement, 1 mark for explanation, 1 mark for example]
Action and reaction forces are equal, opposite, and act on different bodies. Example: Walking, you push the ground backward, it pushes you forward.
[1 mark for explanation, 1 mark for application, 1 mark for example]
Action and reaction act on different bodies, so they don’t cancel. Example: A gun recoils while the bullet moves forward.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Swimmer pushes water backward (action), water pushes swimmer forward (reaction). Example: Each stroke propels the swimmer.
[1 mark for application, 1 mark for explanation, 1 mark for example]
In a collision, each object exerts an equal and opposite force on the other. Example: Two cars colliding exert equal forces on each other.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
Rocket expels gas backward (action), gas pushes rocket forward (reaction). Example: A rocket launches into space.
[1 mark for role, 1 mark for explanation, 1 mark for example]
It applies to all interactions, regardless of force type or scale. Example: From atoms to planets, action-reaction pairs exist.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Each team pulls the rope (action), and the rope pulls back (reaction). Example: Teams feel equal tension in the rope.
[1 mark for application, 1 mark for explanation, 1 mark for example]
Book’s weight (action) pushes table downward; table’s normal force (reaction) pushes book upward. Example: Book stays at rest.
[1 mark for application, 1 mark for explanation, 1 mark for example]
Action and reaction occur instantly as forces are mutual interactions. Example: When you jump, you push the ground as it pushes you up.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Total linear momentum of a system is constant if no external force acts. Example: Momentum before and after a collision is equal.
[1 mark for statement, 1 mark for explanation, 1 mark for example]
Newton’s Third Law: F₁ = -F₂. Newton’s Second Law: F = dp/dt. For two objects, dp₁/dt = -dp₂/dt, so dp₁ + dp₂ = 0. Total momentum is constant.
[1 mark for setup, 1 mark for derivation, 1 mark for conclusion]
m₁u₁ + m₂u₂ = (m₁ + m₂)v. Given m₁ = 3 kg, u₁ = 4 m/s, m₂ = 2 kg, u₂ = 0.
3 × 4 + 2 × 0 = (3 + 2)v, v = 12/5 = 2.4 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Gas ejected backward gains momentum; rocket gains equal opposite momentum. Example: A rocket accelerates as exhaust is expelled.
[1 mark for application, 1 mark for explanation, 1 mark for example]
m₁u₁ + m₂u₂ = (m₁ + m₂)v. Given m₁ = 4 kg, u₁ = 5 m/s, m₂ = 6 kg, u₂ = -2 m/s.
4 × 5 + 6 × (-2) = (4 + 6)v, 20 - 12 = 10v, v = 0.8 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
No external force (e.g., friction) means total momentum remains constant. Example: Billiard balls conserve momentum in a collision.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Impulse = ฮp = mv_f - mv_i. Given J = 10 kg·m/s, m = 2 kg, v_i = 0.
10 = 2v_f, v_f = 5 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Before firing, momentum is zero; after, bullet’s forward momentum equals gun’s backward momentum. Example: A rifle recoils when fired.
[1 mark for explanation, 1 mark for application, 1 mark for example]
m₁u₁ + m₂u₂ = (m₁ + m₂)v. Given m₁ = 1 kg, u₁ = 8 m/s, m₂ = 3 kg, u₂ = -2 m/s.
1 × 8 + 3 × (-2) = (1 + 3)v, 8 - 6 = 4v, v = 0.5 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
External forces change total momentum (F = dp/dt). Conservation requires zero net force. Example: Friction violates conservation in collisions.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Concurrent forces are in equilibrium if their vector sum is zero, resulting in no acceleration. Example: A chandelier hanging still.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
ฮฃF_x = 0, ฮฃF_y = 0 (vector sum of forces in all directions is zero). Example: A block suspended by two equal ropes.
[1 mark for conditions, 1 mark for explanation, 1 mark for example]
ฮฃF_y = 0: 2T sin45° = mg. Given m = 10 kg, g = 10 m/s².
2T × 0.707 = 100, T = 100/(2 × 0.707) ≈ 70.7 N.
[1 mark for setup, 1 mark for substitution, 1 mark for answer]
Equilibrium ensures no net force, keeping systems at rest. Example: A bridge’s cables balance to remain stable.
[1 mark for importance, 1 mark for explanation, 1 mark for example]
ฮฃF_y = 0: T = mg. Given m = 5 kg, g = 10 m/s².
T = 5 × 10 = 50 N.
[1 mark for setup, 1 mark for substitution, 1 mark for answer]
Three forces are in equilibrium if their vector sum is zero (form a closed triangle). Example: A traffic light held by three cables.
[1 mark for condition, 1 mark for explanation, 1 mark for example]
ฮฃF_y = 0: 2T sin30° = mg. Given m = 20 kg, g = 10 m/s².
2T × 0.5 = 200, T = 200/1 = 200 N.
[1 mark for setup, 1 mark for substitution, 1 mark for answer]
Net force is zero (ฮฃF = 0), so a = F/m = 0. Example: A stationary hanging lamp.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
ฮฃF_y = 0: N = mg. Given m = 15 kg, g = 10 m/s².
N = 15 × 10 = 150 N.
[1 mark for setup, 1 mark for substitution, 1 mark for answer]
Equal and opposite forces (e.g., weights) balance, giving zero net force. Example: Two equal masses on a pulley remain at rest.
[1 mark for explanation, 1 mark for application, 1 mark for example]
Static friction: Opposes motion before movement (≤ ฮผ_s N). Kinetic friction: Opposes motion during movement (ฮผ_k N). Example: Pushing a box (static) vs. sliding it (kinetic).
[1 mark for definitions, 1 mark for explanation, 1 mark for example]
1. Friction is proportional to normal force (f = ฮผN).
2. Static friction ≤ ฮผ_s N, kinetic friction = ฮผ_k N.
3. Friction is independent of area and velocity (kinetic).
[1 mark for each law, total 3 marks]
f_k = ฮผ_k N, N = mg. Given m = 20 kg, ฮผ_k = 0.3, g = 10 m/s².
N = 20 × 10 = 200 N, f_k = 0.3 × 200 = 60 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Rolling friction opposes rolling motion, less than sliding friction due to minimal contact. Example: A wheel rolling on a road.
[1 mark for role, 1 mark for explanation, 1 mark for example]
f_s = ฮผ_s N, N = mg. Given m = 10 kg, ฮผ_s = 0.5, g = 10 m/s².
N = 10 × 10 = 100 N, f_s = 0.5 × 100 = 50 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Lubrication forms a low-friction layer, reducing surface contact. Example: Oil in a car engine lowers friction.
[1 mark for mechanism, 1 mark for explanation, 1 mark for example]
Static friction is higher due to stronger surface interlocking at rest. Example: Starting to push a heavy crate is harder than keeping it sliding.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
F = ฮผ_s N, N = mg. Given m = 15 kg, ฮผ_s = 0.4, g = 10 m/s².
N = 15 × 10 = 150 N, F = 0.4 × 150 = 60 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Friction depends on normal force and surface nature, not area, as pressure distributes evenly. Example: A block’s friction is same on different faces.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
f_k = ฮผ_k N, N = mg. Given m = 5 kg, ฮผ_k = 0.2, g = 10 m/s².
N = 5 × 10 = 50 N, f_k = 0.2 × 50 = 10 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Centripetal force provides acceleration (mv²/r) for circular motion. Example: Tension in a string whirling a stone.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
Centripetal acceleration a_c = v²/r. Newton’s Second Law: F = ma.
Centripetal force F_c = m(v²/r).
[1 mark for acceleration, 1 mark for derivation, 1 mark for expression]
F_c = m(v²/r). Given m = 3 kg, v = 6 m/s, r = 2 m.
F_c = 3 × (6²/2) = 3 × 18 = 54 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Friction provides centripetal force (mv²/r) to keep a vehicle on a circular path. Example: Car tires grip the road during a turn.
[1 mark for role, 1 mark for explanation, 1 mark for example]
F_c = m(v²/r). Given m = 1 kg, v = 8 m/s, r = 4 m.
F_c = 1 × (8²/4) = 1 × 16 = 16 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Normal force’s horizontal component provides centripetal force, reducing friction need. Example: A car turns on a banked curve safely.
[1 mark for mechanism, 1 mark for explanation, 1 mark for example]
f_s = mv²/r, f_s = ฮผ_s mg. Given ฮผ_s = 0.6, r = 30 m, g = 10 m/s².
ฮผ_s mg = mv²/r, v² = ฮผ_s g r = 0.6 × 10 × 30 = 180, v ≈ 13.42 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Centripetal force (e.g., tension, friction) causes real acceleration, unlike centrifugal force. Example: A string pulls a stone inward.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
F_c = m(v²/r). Given m = 0.2 kg, v = 5 m/s, r = 1 m.
F_c = 0.2 × (5²/1) = 0.2 × 25 = 5 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Banking provides centripetal force via normal force, reducing friction dependence. Example: A banked road allows faster turns.
[1 mark for mechanism, 1 mark for explanation, 1 mark for example]
Chapter 5: Work, Energy, and Power
Work done: W = Fd cosฮธ, where F is force, d is displacement, ฮธ is the angle between them. Example: Pushing a box 3 m with 20 N at 0° gives W = 20 × 3 × 1 = 60 J.
[1 mark for definition, 1 mark for formula, 1 mark for example]
W = Fd cosฮธ. Given F = 10 N, d = 5 m, ฮธ = 60°.
W = 10 × 5 × cos60° = 10 × 5 × 0.5 = 25 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Work is zero when ฮธ = 90° (cos90° = 0) or displacement is zero. Example: Holding a book stationary or pushing a wall.
[1 mark for condition, 1 mark for explanation, 1 mark for example]
W = Fd cosฮธ. Given F = 15 N, d = 4 m, ฮธ = 30°.
W = 15 × 4 × cos30° = 15 × 4 × 0.866 ≈ 51.96 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Work (W = Fd cosฮธ) is the dot product of force and displacement, yielding a scalar. Example: Work done pushing a cart is not directional.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
W = Fd cosฮธ. Given F = 25 N, d = 2 m, ฮธ = 180°.
W = 25 × 2 × cos180° = 25 × 2 × (-1) = -50 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Negative work occurs when force opposes displacement (ฮธ > 90°). Example: Friction does negative work when a box is pushed.
[1 mark for explanation, 1 mark for condition, 1 mark for example]
W = Fd cosฮธ, F = mg. Given m = 2 kg, g = 10 m/s², d = 3 m, ฮธ = 0°.
W = (2 × 10) × 3 × 1 = 60 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
The angle ฮธ in W = Fd cosฮธ determines the effective force component. Example: At ฮธ = 0°, maximum work; at ฮธ = 90°, zero work.
[1 mark for significance, 1 mark for explanation, 1 mark for example]
W = Fd cosฮธ. Given F = 30 N, d = 6 m, ฮธ = 45°.
W = 30 × 6 × cos45° = 30 × 6 × 0.707 ≈ 127.26 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Work done by a variable force is W = ∫F dx over the displacement. Example: Stretching a spring with varying force.
[1 mark for definition, 1 mark for formula, 1 mark for example]
Spring force F = -kx. Work done: W = ∫(-kx) dx from 0 to x = -½kx² (negative for external work). Example: Stretching a spring.
[1 mark for setup, 1 mark for derivation, 1 mark for expression]
W = ½kx². Given k = 100 N/m, x = 0.2 m.
W = ½ × 100 × (0.2)² = 50 × 0.04 = 2 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Variable force changes with displacement, so work is the sum of infinitesimal contributions (W = ∫F dx). Example: Spring force increases with stretch.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
W = ½kx². Given k = 200 N/m, x = 0.1 m.
W = ½ × 200 × (0.1)² = 100 × 0.01 = 1 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Gravitational force varies as F = GMm/r², so W = ∫F dr. Example: Work lifting a satellite to higher orbit.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
W = ½kx². Given k = 150 N/m, x = 0.3 m.
W = ½ × 150 × (0.3)² = 75 × 0.09 = 6.75 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
For non-conservative variable forces, work depends on the path taken. Example: Friction work varies with path length.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
W = ½kx². Given k = 300 N/m, x = 0.05 m.
W = ½ × 300 × (0.05)² = 150 × 0.0025 = 0.375 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Work is the area under the force vs. displacement graph. Example: For a spring, the area under F = kx is a triangle, giving W = ½kx².
[1 mark for method, 1 mark for explanation, 1 mark for example]
Kinetic energy: Energy due to motion, K = ½mv². Unit: Joule (kg·m²/s²). Example: A moving car has kinetic energy.
[1 mark for definition, 1 mark for unit, 1 mark for example]
Work W = Fd = mad. For constant a, d = ½(v² - u²)/a (if u = 0), W = ½mv². Thus, K = ½mv².
[1 mark for setup, 1 mark for derivation, 1 mark for expression]
K = ½mv². Given m = 3 kg, v = 4 m/s.
K = ½ × 3 × 4² = 1.5 × 16 = 24 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
K = ½mv²; kinetic energy is directly proportional to mass. Example: A 2 kg object at 5 m/s has twice the K of a 1 kg object at 5 m/s.
[1 mark for relation, 1 mark for explanation, 1 mark for example]
K = ½mv². Given m = 5 kg, v = 6 m/s.
K = ½ × 5 × 6² = 2.5 × 36 = 90 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
K = ½mv²; kinetic energy is proportional to velocity squared. Example: Doubling velocity (2v) increases K by four times.
[1 mark for relation, 1 mark for explanation, 1 mark for example]
ฮK = ½m(v_f² - v_i²). Given m = 2 kg, v_i = 3 m/s, v_f = 5 m/s.
ฮK = ½ × 2 × (5² - 3²) = 1 × (25 - 9) = 16 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
K = ½mv²; v² is always positive, and m is positive. Example: A moving object always has positive K regardless of direction.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
K = ½mv², so v² = 2K/m. Given K = 32 J, m = 4 kg.
v² = (2 × 32)/4 = 16, v = 4 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Rotational kinetic energy: K = ½Iฯ², where I is moment of inertia, ฯ is angular velocity. Example: A spinning wheel has rotational K.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
Work done by net force equals change in kinetic energy (W = ฮK = ½mv² - ½mu²). Example: A force increases a car’s speed.
[1 mark for statement, 1 mark for formula, 1 mark for example]
Work W = Fd = mad. Using v² = u² + 2ad, d = (v² - u²)/(2a). W = ma × (v² - u²)/(2a) = ½mv² - ½mu² = ฮK.
[1 mark for setup, 1 mark for derivation, 1 mark for expression]
W = ฮK = ½m(v² - u²). Given m = 2 kg, u = 2 m/s, v = 4 m/s.
W = ½ × 2 × (4² - 2²) = 1 × (16 - 4) = 12 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Work by gravity increases kinetic energy (W = ฮK). Example: A falling stone’s potential energy converts to kinetic energy.
[1 mark for explanation, 1 mark for application, 1 mark for example]
W = ฮK = ½m(v² - u²) = ½ × 3 × (6² - 3²) = 1.5 × 27 = 40.5 J. W = Fd, F = W/d = 40.5/5 = 8.1 N.
[1 mark for ฮK, 1 mark for substitution, 1 mark for answer]
Only net force causes acceleration, changing kinetic energy. Example: Friction opposes applied force, reducing net work.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
W = ฮK = ½mv² (final v = 0). Given m = 4 kg, v = 5 m/s.
W = ½ × 4 × 5² = 2 × 25 = -50 J (negative as work stops motion).
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Work done stretching a spring changes its kinetic energy. Example: Compressing a spring increases an attached object’s K.
[1 mark for explanation, 1 mark for application, 1 mark for example]
W = ฮK = ½mv². Given W = 30 J, m = 5 kg.
30 = ½ × 5 × v², v² = 12, v ≈ 3.46 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Negative work reduces kinetic energy (e.g., friction). Example: A sliding box slows down due to friction’s negative work.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
Power: Rate of doing work, P = W/t. Unit: Watt (J/s). Example: A motor lifting a load faster has higher power.
[1 mark for definition, 1 mark for unit, 1 mark for example]
P = W/t. Given W = 200 J, t = 4 s.
P = 200/4 = 50 W.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Power P = Fv cosฮธ, where F is force, v is velocity, ฮธ is the angle. Example: A car’s engine delivers power as Fv.
[1 mark for formula, 1 mark for explanation, 1 mark for example]
P = Fv cosฮธ. Given F = 10 N, v = 5 m/s, ฮธ = 0°.
P = 10 × 5 × 1 = 50 W.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
P = W/t, so t = W/P. Given W = 5000 J, P = 1000 W.
t = 5000/1000 = 5 s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Power (P = W/t) increases as time decreases for fixed work. Example: Lifting a load in 2 s requires more power than in 5 s.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
P = Fv cosฮธ. Given F = 20 N, v = 3 m/s, ฮธ = 30°.
P = 20 × 3 × cos30° = 20 × 3 × 0.866 ≈ 51.96 W.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Power output is less than input due to losses (e.g., friction). Example: A motor’s output power drives a load, input includes losses.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
P = W/t, so W = P × t. Given P = 200 W, t = 10 s.
W = 200 × 10 = 2000 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Power determines the rate of energy transfer, affecting performance. Example: A car’s engine power dictates its speed capability.
[1 mark for importance, 1 mark for explanation, 1 mark for example]
Potential energy: Energy due to position or configuration, e.g., U = mgh for gravitational. Example: A book on a shelf.
[1 mark for definition, 1 mark for formula, 1 mark for example]
U = mgh. Given m = 5 kg, g = 10 m/s², h = 8 m.
U = 5 × 10 × 8 = 400 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Potential energy depends on a chosen reference point (e.g., h = 0). Example: A ball’s U is zero at ground level, positive above.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
U = mgh. Given m = 3 kg, g = 10 m/s², h = 10 m.
U = 3 × 10 × 10 = 300 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Stretching stores elastic potential energy due to configuration change. Example: A stretched rubber band has U = ½kx².
[1 mark for concept, 1 mark for explanation, 1 mark for example]
U = mgh, so h = U/(mg). Given U = 200 J, m = 2 kg, g = 10 m/s².
h = 200/(2 × 10) = 10 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
U = mgh; potential energy is proportional to height. Example: A higher book on a shelf has more U.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
U = mgh, so m = U/(gh). Given U = 500 J, h = 5 m, g = 10 m/s².
m = 500/(10 × 5) = 10 kg.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Compression stores elastic potential energy (U = ½kx²). Example: A compressed spring in a toy gun stores energy.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
U = mgh. Given m = 4 kg, g = 10 m/s², h = 12 m.
U = 4 × 10 × 12 = 480 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Spring potential energy: U = ½kx², where k is spring constant, x is displacement. Example: A stretched spring stores energy.
[1 mark for definition, 1 mark for formula, 1 mark for example]
Work done: W = ∫kx dx from 0 to x = ½kx². This equals U = ½kx². Example: Compressing a spring stores energy.
[1 mark for setup, 1 mark for derivation, 1 mark for expression]
U = ½kx². Given k = 200 N/m, x = 0.2 m.
U = ½ × 200 × (0.2)² = 100 × 0.04 = 4 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
U = ½kx², so k = 2U/x². Given U = 5 J, x = 0.1 m.
k = (2 × 5)/(0.1)² = 10/0.01 = 1000 N/m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
U = ½kx², so x² = 2U/k. Given U = 2 J, k = 400 N/m.
x² = (2 × 2)/400 = 0.01, x = 0.1 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
U = ½kx²; x² is positive, k is positive. Example: Stretching or compressing a spring stores positive energy.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
U = ½kx². Given k = 150 N/m, x = 0.3 m.
U = ½ × 150 × (0.3)² = 75 × 0.09 = 6.75 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Spring stores energy when stretched/compressed, convertible to kinetic energy. Example: A spring-loaded toy releases stored energy.
[1 mark for role, 1 mark for explanation, 1 mark for example]
U = ½kx², so k = 2U/x². Given U = 8 J, x = 0.4 m.
k = (2 × 8)/(0.4)² = 16/0.16 = 100 N/m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
W = U = ½kx². Given k = 250 N/m, x = 0.2 m.
W = ½ × 250 × (0.2)² = 125 × 0.04 = 5 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Conservative forces: Work is path-independent, e.g., gravity. Example: Lifting a book gives same work regardless of path.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
Work depends only on initial and final positions, not path. Example: Gravitational work lifting an object is mgh, same for any path.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
W = -mgh (negative as force opposes displacement). Given m = 2 kg, g = 10 m/s², h = 5 m.
W = -2 × 10 × 5 = -100 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Conservative forces have potential energy (U = -∫F dx). Example: Gravitational potential energy U = mgh for a lifted object.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
Spring force (F = -kx) has path-independent work, with U = ½kx². Example: Stretching a spring always stores same energy for same x.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
W = mgh (force along displacement). Given m = 3 kg, g = 10 m/s², h = 4 m.
W = 3 × 10 × 4 = 120 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Work by conservative forces is zero in a closed path. Example: A ball returning to its starting height has zero net work by gravity.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
Work by gravity depends only on height difference, not path. Example: Lifting a stone to a height gives same U regardless of route.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
W = -½kx² (work by spring, opposite to external force). Given k = 100 N/m, x = 0.2 m.
W = -½ × 100 × (0.2)² = -50 × 0.04 = -2 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Conservative forces conserve mechanical energy (K + U = constant). Example: A pendulum’s energy converts between K and U.
[1 mark for role, 1 mark for explanation, 1 mark for example]
Non-conservative forces: Work is path-dependent, e.g., friction. Example: Work by friction depends on path length.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
Friction’s work depends on path length, dissipating energy as heat. Example: Sliding a box farther increases energy loss.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
W = -f_k d, f_k = ฮผ_k N, N = mg. Given m = 10 kg, ฮผ_k = 0.2, d = 5 m, g = 10 m/s².
f_k = 0.2 × 10 × 10 = 20 N, W = -20 × 5 = -100 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Non-conservative forces dissipate energy (e.g., as heat). Example: Friction reduces a sliding block’s energy.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
W = -f_k d, f_k = ฮผ_k N, N = mg. Given m = 5 kg, ฮผ_k = 0.3, d = 3 m, g = 10 m/s².
f_k = 0.3 × 5 × 10 = 15 N, W = -15 × 3 = -45 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Work by non-conservative forces in a closed path is non-zero. Example: Friction does work when a box returns to its starting point.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
Air resistance dissipates energy as heat, with work path-dependent. Example: A falling parachute loses energy to air resistance.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Energy loss = |W| = f_k d, f_k = ฮผ_k N, N = mg. Given m = 4 kg, ฮผ_k = 0.4, d = 6 m, g = 10 m/s².
f_k = 0.4 × 4 × 10 = 16 N, W = 16 × 6 = 96 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Non-conservative forces reduce mechanical energy, converting it to other forms. Example: Friction in a car engine causes energy loss.
[1 mark for role, 1 mark for explanation, 1 mark for example]
W = -f_k d, f_k = ฮผ_k N, N = mg. Given m = 6 kg, ฮผ_k = 0.25, d = 2 m, g = 10 m/s².
f_k = 0.25 × 6 × 10 = 15 N, W = -15 × 2 = -30 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Total mechanical energy (K + U) is conserved without non-conservative forces. Example: A pendulum’s energy shifts between K and U.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
At top, v = 0 (min speed). Conservation: U_top = K_bottom. mgh = ½mv². Given h = 2 m, g = 10 m/s².
10 × 2 = ½v², v² = 40, v ≈ 6.32 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
T = mg + mv²/r. Given m = 0.5 kg, v = 5 m/s, r = 1 m, g = 10 m/s².
T = (0.5 × 10) + (0.5 × 5²/1) = 5 + 12.5 = 17.5 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Tension is maximum at the bottom (T = mg + mv²/r) and minimum at the top (T = mg - mv²/r). Example: A stone in a vertical circle.
[1 mark for variation, 1 mark for explanation, 1 mark for example]
At top, T = 0: mv²/r = mg. Given m = 1 kg, r = 2 m, g = 10 m/s².
v²/2 = 10, v² = 20, v ≈ 4.47 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
T = mv²/r - mg. Given m = 0.3 kg, v = 4 m/s, r = 1 m, g = 10 m/s².
T = (0.3 × 4²/1) - (0.3 × 10) = 4.8 - 3 = 1.8 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Minimum speed ensures tension ≥ 0 at the top (mv²/r ≥ mg). Example: A bucket needs minimum speed to retain water.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
At top, T = 0: mv²/r = mg, v² = rg. Given r = 1.5 m, g = 10 m/s².
v² = 1.5 × 10 = 15, v ≈ 3.87 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Total energy (K + U) is constant; K is max at bottom, U is max at top. Example: A pendulum conserves energy throughout its swing.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
Energy conservation: ½mv_top² + 2mgr = ½mv_bottom². Given m = 0.2 kg, v_top = 3 m/s, r = 1 m, g = 10 m/s².
½ × 0.2 × 3² + 2 × 0.2 × 10 × 1 = ½ × 0.2 × v², 0.9 + 4 = 0.1v², v² = 49, v = 7 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Elastic: Kinetic energy conserved, e.g., billiard balls. Inelastic: Kinetic energy not conserved, e.g., clay balls sticking together.
[1 mark for definitions, 1 mark for examples, 1 mark for clarity]
Momentum is conserved if no external force acts (m₁u₁ + m₂u₂ = m₁v₁ + m₂v₂). Example: Two cars colliding conserve momentum.
[1 mark for concept, 1 mark for formula, 1 mark for example]
m₁u₁ + m₂u₂ = (m₁ + m₂)v. Given m₁ = 3 kg, u₁ = 5 m/s, m₂ = 2 kg, u₂ = 0.
3 × 5 + 2 × 0 = (3 + 2)v, 15 = 5v, v = 3 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Common velocity: 3 × 4 + 2 × 0 = (3 + 2)v, v = 12/5 = 2.4 m/s. K_initial = ½ × 3 × 4² = 24 J, K_final = ½ × 5 × 2.4² = 14.4 J.
Loss = 24 - 14.4 = 9.6 J.
[1 mark for velocity, 1 mark for calculation, 1 mark for answer]
Elastic collision: v₁ = (m₁ - m₂)/(m₁ + m₂)u₁, v₂ = 2m₁/(m₁ + m₂)u₁. Given m₁ = 1 kg, u₁ = 6 m/s, m₂ = 2 kg, u₂ = 0.
v₁ = (1 - 2)/(1 + 2) × 6 = -2 m/s, v₂ = 2 × 1/(1 + 2) × 6 = 4 m/s.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Momentum is conserved in x and y directions, and kinetic energy is conserved. Example: Two billiard balls colliding at an angle.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
m₁u₁ + m₂u₂ = (m₁ + m₂)v. Given m₁ = 4 kg, u₁ = 3 m/s, m₂ = 6 kg, u₂ = 0.
4 × 3 + 6 × 0 = (4 + 6)v, 12 = 10v, v = 1.2 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
No energy is lost to heat or deformation in elastic collisions. Example: Hard spheres colliding retain total kinetic energy.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Common velocity: 2 × 5 + 3 × 0 = (2 + 3)v, v = 10/5 = 2 m/s. K_initial = ½ × 2 × 5² = 25 J, K_final = ½ × 5 × 2² = 10 J.
Loss = 25 - 10 = 15 J.
[1 mark for velocity, 1 mark for calculation, 1 mark for answer]
Momentum is conserved in x and y directions, but kinetic energy is lost. Example: Two cars colliding at an angle stick together.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
Chapter 6: System of Particles and Rotational Motion
Centre of mass is the point where the total mass is assumed to be concentrated, given by x_cm = (m₁x₁ + m₂x₂)/(m₁ + m₂). Example: Two masses on a rod balance at their centre of mass.
[1 mark for definition, 1 mark for formula, 1 mark for example]
x_cm = (m₁x₁ + m₂x₂)/(m₁ + m₂). Given m₁ = 2 kg, x₁ = 1 m, m₂ = 3 kg, x₂ = 4 m.
x_cm = (2 × 1 + 3 × 4)/(2 + 3) = (2 + 12)/5 = 2.8 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Centre of mass moves with constant velocity if no external force acts (Newton’s First Law). Example: A rocket’s centre of mass moves uniformly after fuel ejection.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
For a uniform rod, centre of mass is at its midpoint. Given L = 2 m, x_cm = L/2 = 2/2 = 1 m from one end.
[1 mark for concept, 1 mark for calculation, 1 mark for answer]
Total momentum is conserved if no external force acts; centre of mass velocity remains constant. Example: In a collision, centre of mass moves uniformly.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
x_cm = (m₁x₁ + m₂x₂)/(m₁ + m₂). Given m₁ = 4 kg, x₁ = 0 m, m₂ = 6 kg, x₂ = 5 m.
x_cm = (4 × 0 + 6 × 5)/(4 + 6) = 30/10 = 3 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Centre of mass is determined by mass distribution, which is fixed in a rigid body. Example: A spinning disc’s centre of mass stays at its centre.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
x_cm = (m₁x₁ + m₂x₂)/(m₁ + m₂), y_cm = (m₁y₁ + m₂y₂)/(m₁ + m₂). Given m₁ = 1 kg, (x₁, y₁) = (2, 3), m₂ = 2 kg, (x₂, y₂) = (4, 1).
x_cm = (1 × 2 + 2 × 4)/(1 + 2) = 10/3 ≈ 3.33 m, y_cm = (1 × 3 + 2 × 1)/(1 + 2) = 5/3 ≈ 1.67 m.
[1 mark for formula, 1 mark for calculation, 1 mark for answer]
Centre of mass depends on mass distribution, closer to the heavier end. Example: A rod heavier at one end has its centre of mass shifted toward that end.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
v_cm = (m₁v₁ + m₂v₂)/(m₁ + m₂). Given m₁ = 2 kg, v₁ = 3 m/s, m₂ = 3 kg, v₂ = 2 m/s.
v_cm = (2 × 3 + 3 × 2)/(2 + 3) = (6 + 6)/5 = 2.4 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Torque: Moment of force causing rotation, ฯ = r × F sinฮธ. Unit: N·m. Example: Turning a wrench applies torque.
[1 mark for definition, 1 mark for unit, 1 mark for example]
ฯ = rF sinฮธ. Given F = 10 N, r = 0.5 m, ฮธ = 90°.
ฯ = 0.5 × 10 × sin90° = 0.5 × 10 × 1 = 5 N·m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Angular momentum: L = Iฯ, where I is moment of inertia, ฯ is angular velocity. Unit: kg·m²/s. Example: A spinning top has angular momentum.
[1 mark for definition, 1 mark for unit, 1 mark for example]
Angular momentum is conserved if no external torque acts (L = constant). Example: A figure skater spins faster when pulling arms in.
[1 mark for statement, 1 mark for explanation, 1 mark for example]
L = mvr sinฮธ (ฮธ = 90°). Given m = 2 kg, v = 5 m/s, r = 0.3 m.
L = 2 × 5 × 0.3 × 1 = 3 kg·m²/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
A diver’s angular momentum is conserved; tucking reduces I, increasing ฯ. Example: A diver spins faster when curled.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
ฯ = rF sinฮธ. Given F = 20 N, r = 0.4 m, ฮธ = 60°.
ฯ = 0.4 × 20 × sin60° = 0.4 × 20 × 0.866 ≈ 6.93 N·m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Torque ฯ = Iฮฑ, where I is moment of inertia, ฮฑ is angular acceleration. Example: A larger torque spins a wheel faster.
[1 mark for relation, 1 mark for explanation, 1 mark for example]
L = Iฯ. Given I = 0.1 kg·m², ฯ = 10 rad/s.
L = 0.1 × 10 = 1 kg·m²/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Conservation of angular momentum explains planetary orbits; no external torque keeps L constant. Example: Earth’s spin remains steady.
[1 mark for application, 1 mark for explanation, 1 mark for example]
A rigid body is in equilibrium if net force (ฮฃF = 0) and net torque (ฮฃฯ = 0). Example: A balanced seesaw.
[1 mark for definition, 1 mark for conditions, 1 mark for example]
Equations: ฯ = ฯ₀ + ฮฑt, ฮธ = ฯ₀t + ½ฮฑt², ฯ² = ฯ₀² + 2ฮฑฮธ. Example: A wheel’s motion under constant torque.
[1 mark for equations, 1 mark for explanation, 1 mark for example]
ฯ = Iฮฑ, so ฮฑ = ฯ/I. Given ฯ = 4 N·m, I = 0.2 kg·m².
ฮฑ = 4/0.2 = 20 rad/s².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Linear motion: v = u + at; Rotational motion: ฯ = ฯ₀ + ฮฑt. Force causes linear acceleration; torque causes angular acceleration. Example: A car vs. a spinning top.
[1 mark for comparison, 1 mark for explanation, 1 mark for example]
ฯ = ฯ₀ + ฮฑt. Given ฯ₀ = 5 rad/s, ฮฑ = 3 rad/s², t = 2 s.
ฯ = 5 + 3 × 2 = 11 rad/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
ฮฃฯ = 0 about any point ensures no angular acceleration. Example: A balanced ladder against a wall.
[1 mark for condition, 1 mark for explanation, 1 mark for example]
ฯ = Iฮฑ. Given I = 0.5 kg·m², ฮฑ = 10 rad/s².
ฯ = 0.5 × 10 = 5 N·m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Flywheel rotates with constant ฯ or accelerates under torque (ฯ = Iฮฑ). Example: A flywheel stores energy in engines.
[1 mark for concept, 1 mark for explanation, 1 mark for example]
ฮธ = ฯ₀t + ½ฮฑt². Given ฯ₀ = 2 rad/s, ฮฑ = 4 rad/s², t = 3 s.
ฮธ = 2 × 3 + ½ × 4 × 3² = 6 + 18 = 24 rad.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
ฮฃF = 0 ensures no translational acceleration. Example: A bridge’s supports balance all forces.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Moment of inertia (I): Mass distribution measure about an axis, I = ฮฃmr². Unit: kg·m². Example: A disc’s I depends on mass and radius.
[1 mark for definition, 1 mark for unit, 1 mark for example]
For a uniform rod of mass M, length L, about one end: I = (1/3)ML². Example: A 1 m rod of 2 kg has I = (1/3) × 2 × 1² = 0.67 kg·m².
[1 mark for formula, 1 mark for explanation, 1 mark for example]
I = ½MR² for a disc. Given M = 2 kg, R = 0.5 m.
I = ½ × 2 × (0.5)² = 1 × 0.25 = 0.25 kg·m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Radius of gyration (k): Distance from axis where mass is concentrated, I = Mk². Example: For a rod, k determines rotational inertia.
[1 mark for definition, 1 mark for formula, 1 mark for example]
I = MR² for a ring. Given M = 1 kg, R = 0.2 m.
I = 1 × (0.2)² = 0.04 kg·m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
I = Mk², so k = √(I/M). Given I = 0.5 kg·m², M = 2 kg.
k = √(0.5/2) = √0.25 = 0.5 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
For a solid sphere of mass M, radius R: I = (2/5)MR². Example: A 1 kg sphere with R = 0.1 m has I = (2/5) × 1 × (0.1)² = 0.004 kg·m².
[1 mark for formula, 1 mark for explanation, 1 mark for example]
I = ฮฃmr²; farther mass from axis increases I. Example: A ring has higher I than a disc of same mass and radius.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
I = (1/12)ML² for a rod about its centre. Given M = 3 kg, L = 1 m.
I = (1/12) × 3 × 1² = 0.25 kg·m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
I = Mk², so k = √(I/M). Given I = 0.2 kg·m², M = 4 kg.
k = √(0.2/4) = √0.05 ≈ 0.224 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Chapter 7: Gravitation
Kepler’s first law: Planets move in elliptical orbits with the Sun at one focus. Example: Earth’s orbit around the Sun is an ellipse.
[1 mark for statement, 1 mark for explanation, 1 mark for example]
Kepler’s second law: A line joining a planet to the Sun sweeps equal areas in equal times. Example: A planet moves faster near the Sun.
[1 mark for statement, 1 mark for explanation, 1 mark for example]
Kepler’s third law: The square of a planet’s orbital period is proportional to the cube of its semi-major axis (T² ∝ a³). Example: Jupiter’s longer orbit has a longer period.
[1 mark for statement, 1 mark for formula, 1 mark for example]
T² = (4ฯ²/GM)a³, where stronger gravity (M) reduces period for same a. Example: Planets closer to the Sun have shorter periods.
[1 mark for relation, 1 mark for explanation, 1 mark for example]
T² = ka³, k = 1 yr²/AU³, a = 4 AU.
T² = 1 × 4³ = 64, T = √64 = 8 years.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Kepler’s second law: Equal areas in equal times mean higher velocity near the Sun. Example: Comet’s speed increases at perihelion.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
For circular orbit: F = GMm/r² = mv²/r, v = 2ฯr/T. Substitute: GM/r = (2ฯr/T)². Simplify: T² = (4ฯ²/GM)r³.
[1 mark for setup, 1 mark for derivation, 1 mark for formula]
Planets follow elliptical paths, not circles, with Sun at one focus. Example: Halley’s Comet has a highly elliptical orbit.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
T² = ka³, so a³ = T²/k. Given T = 27 years, k = 1 yr²/AU³.
a³ = 27²/1 = 729, a = ∛729 = 9 AU.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Kepler’s laws describe planetary orbits, enabling predictions. Example: They help calculate satellite orbits around Earth.
[1 mark for significance, 1 mark for explanation, 1 mark for example]
Every mass attracts every other mass with a force F = GMm/r², along the line joining them. Example: Earth attracts the Moon.
[1 mark for statement, 1 mark for formula, 1 mark for example]
F = GMm/r². Given M = 5 kg, m = 5 kg, r = 2 m, G = 6.67 × 10⁻¹¹ N·m²/kg².
F = (6.67 × 10⁻¹¹ × 5 × 5)/2² = 4.17 × 10⁻¹⁰ N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Gravitational force depends on mass (always positive), so F = GMm/r² is attractive. Example: Planets orbit the Sun due to attraction.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
F = GMm/r², so r² = GMm/F. Given M = 10 kg, m = 10 kg, F = 1 × 10⁻⁸ N.
r² = (6.67 × 10⁻¹¹ × 10 × 10)/(1 × 10⁻⁸) = 6.67 × 10⁻¹, r ≈ 0.258 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Force decreases with distance squared (F ∝ 1/r²). Example: Doubling distance reduces force to one-fourth.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
F = GMm/r². Given M = 2 kg, m = 3 kg, r = 1 m, G = 6.67 × 10⁻¹¹ N·m²/kg².
F = (6.67 × 10⁻¹¹ × 2 × 3)/1² = 4 × 10⁻¹⁰ N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
G is constant for all masses and distances in the universe. Example: It applies to both Earth-Moon and Sun-planet systems.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
F = GMm/r², so m = Fr²/(GM). Given F = 2 × 10⁻⁹ N, r = 2 m, M = 4 kg.
m = (2 × 10⁻⁹ × 2²)/(6.67 × 10⁻¹¹ × 4) ≈ 30 kg.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Gravitational force provides centripetal force for orbital motion. Example: Sun’s gravity keeps Earth in its orbit.
[1 mark for role, 1 mark for explanation, 1 mark for example]
F = GMm/r², so G = Fr²/(Mm). Given F = 5 × 10⁻¹⁰ N, M = 5 kg, m = 5 kg, r = 1 m.
G = (5 × 10⁻¹⁰ × 1²)/(5 × 5) = 2 × 10⁻¹¹ N·m²/kg².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Acceleration due to gravity: g = GM/R², where M is Earth’s mass, R is its radius. Example: On Earth, g ≈ 9.8 m/s².
[1 mark for definition, 1 mark for formula, 1 mark for example]
g_h = g/(1 + h/R)². Given h = R, g = 9.8 m/s².
g_h = 9.8/(1 + 1)² = 9.8/4 = 2.45 m/s².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
g decreases with altitude: g_h = g/(1 + h/R)². Example: At h = R, g reduces to g/4.
[1 mark for explanation, 1 mark for formula, 1 mark for example]
g_d = g(1 - d/R). Given d = R/2, g = 9.8 m/s².
g_d = 9.8 × (1 - 1/2) = 9.8 × 0.5 = 4.9 m/s².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
g decreases with depth: g_d = g(1 - d/R). Example: At Earth’s centre (d = R), g = 0.
[1 mark for explanation, 1 mark for formula, 1 mark for example]
g = GM/r² is maximum at r = R_Earth; it decreases above and below. Example: g is less at mountain tops or underground.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
g_h = g/(1 + h/R)². Given g_h = g/9.
1/9 = 1/(1 + h/R)², (1 + h/R)² = 9, 1 + h/R = 3, h/R = 2, h = 2R.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
g_d = g(1 - d/R). Given g_d = g/2.
g/2 = g(1 - d/R), 1/2 = 1 - d/R, d/R = 1/2, d = R/2.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Earth’s rotation reduces effective g at equator due to centrifugal force. Example: g is slightly less at equator than poles.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
g_h = g/(1 + h/R)². Given h = 2R, g = 9.8 m/s².
g_h = 9.8/(1 + 2)² = 9.8/9 ≈ 1.09 m/s².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Gravitational potential energy: U = -GMm/r, energy due to position in a gravitational field. Example: A satellite has U relative to Earth.
[1 mark for definition, 1 mark for formula, 1 mark for example]
U = -GMm/r. Given M = 6 × 10²⁴ kg, m = 1000 kg, r = 7 × 10⁶ m.
U = -(6.67 × 10⁻¹¹ × 6 × 10²⁴ × 1000)/(7 × 10⁶) ≈ -5.72 × 10⁹ J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Gravitational potential: V = -GM/r, potential energy per unit mass. Example: Earth’s potential affects satellite orbits.
[1 mark for definition, 1 mark for formula, 1 mark for example]
V = -GM/r. Given M = 6 × 10²⁴ kg, r = 6.4 × 10⁶ m.
V = -(6.67 × 10⁻¹¹ × 6 × 10²⁴)/(6.4 × 10⁶) ≈ -6.26 × 10⁷ J/kg.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
U = -GMm/r; negative as work is done to bring masses from infinity. Example: A satellite’s U is negative relative to infinity.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
U = -GMm/r. Given m = 500 kg, r = 8 × 10⁶ m, M = 6 × 10²⁴ kg.
U = -(6.67 × 10⁻¹¹ × 6 × 10²⁴ × 500)/(8 × 10⁶) ≈ -2.5 × 10⁹ J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
U = mV, where V = -GM/r is potential, U is potential energy. Example: A mass in Earth’s field has U proportional to V.
[1 mark for relation, 1 mark for explanation, 1 mark for example]
V = -GM/r. Given M = 6 × 10²⁴ kg, r = 7 × 10⁶ m.
V = -(6.67 × 10⁻¹¹ × 6 × 10²⁴)/(7 × 10⁶) ≈ -5.72 × 10⁷ J/kg.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
V = -GM/r; negative as work is done to move a mass to infinity. Example: Earth’s potential is negative at its surface.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
U = -GMm/r. Given m = 200 kg, r = 6.4 × 10⁶ m, M = 6 × 10²⁴ kg.
U = -(6.67 × 10⁻¹¹ × 6 × 10²⁴ × 200)/(6.4 × 10⁶) ≈ -1.25 × 10¹⁰ J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Escape speed: Minimum speed to escape a planet’s gravity, v_e = √(2GM/R). Example: A rocket escaping Earth.
[1 mark for definition, 1 mark for formula, 1 mark for example]
v_e = √(2GM/R). Given M = 6 × 10²⁴ kg, R = 6.4 × 10⁶ m.
v_e = √[(2 × 6.67 × 10⁻¹¹ × 6 × 10²⁴)/(6.4 × 10⁶)] ≈ 11.2 × 10³ m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Energy conservation: ½mv_e² = GMm/R (kinetic energy equals potential energy at infinity). Simplify: v_e = √(2GM/R).
[1 mark for setup, 1 mark for derivation, 1 mark for formula]
v_e = √(2GM/R); larger M increases gravitational pull, requiring higher speed. Example: Jupiter’s escape speed is higher than Earth’s.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
v_e = √(2GM/R). Given M = 3 × 10²⁴ kg, R = 4 × 10⁶ m.
v_e = √[(2 × 6.67 × 10⁻¹¹ × 3 × 10²⁴)/(4 × 10⁶)] ≈ 10 × 10³ m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
v_e = √(2GM/R); m cancels out in derivation. Example: A small or large rocket needs same escape speed.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
v_e = √(2GM/R), so R = 2GM/v_e². Given v_e = 15 × 10³ m/s, M = 6 × 10²⁴ kg.
R = (2 × 6.67 × 10⁻¹¹ × 6 × 10²⁴)/(15 × 10³)² ≈ 3.56 × 10⁶ m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
v_e = √(2GM/R); higher density increases M/R, increasing v_e. Example: Mercury has higher v_e than Mars.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
v_e = √(2GM/R), so M = v_e²R/(2G). Given v_e = 10 × 10³ m/s, R = 5 × 10⁶ m.
M = [(10 × 10³)² × 5 × 10⁶]/(2 × 6.67 × 10⁻¹¹) ≈ 3.75 × 10²⁴ kg.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Escape speed gives kinetic energy to overcome potential energy (½mv_e² = GMm/R). Example: A rocket needs v_e to reach infinity.
[1 mark for explanation, 1 mark for relation, 1 mark for example]
Orbital velocity: Speed for circular orbit, v_o = √(GM/r). Example: A satellite orbiting Earth at low altitude.
[1 mark for definition, 1 mark for formula, 1 mark for example]
v_o = √(GM/r). Given M = 6 × 10²⁴ kg, r = 7 × 10⁶ m.
v_o = √[(6.67 × 10⁻¹¹ × 6 × 10²⁴)/(7 × 10⁶)] ≈ 7.56 × 10³ m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Centripetal force = gravitational force: mv_o²/r = GMm/r². Simplify: v_o = √(GM/r). Example: Applies to satellites in circular orbits.
[1 mark for setup, 1 mark for derivation, 1 mark for formula]
v_o = √(GM/r); larger r reduces v_o. Example: Geostationary satellites have lower v_o than low-orbit satellites.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
v_o = √(GM/r). Given r = 6.4 × 10⁶ m, M = 6 × 10²⁴ kg.
v_o = √[(6.67 × 10⁻¹¹ × 6 × 10²⁴)/(6.4 × 10⁶)] ≈ 7.91 × 10³ m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Gravitational force provides centripetal force for orbit (mv_o²/r = GMm/r²). Example: Earth’s gravity keeps a satellite in orbit.
[1 mark for explanation, 1 mark for relation, 1 mark for example]
v_o = √(GM/r), so r = GM/v_o². Given v_o = 7 × 10³ m/s, M = 6 × 10²⁴ kg.
r = (6.67 × 10⁻¹¹ × 6 × 10²⁴)/(7 × 10³)² ≈ 8.16 × 10⁶ m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
v_o = √(GM/r), v_e = √(2GM/r); v_e = √2 v_o. Example: A satellite needs less speed to orbit than to escape.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
r = R + h = 6.4 × 10⁶ + 10⁶ = 7.4 × 10⁶ m. v_o = √(GM/r).
v_o = √[(6.67 × 10⁻¹¹ × 6 × 10²⁴)/(7.4 × 10⁶)] ≈ 7.36 × 10³ m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Geostationary satellites have v_o for 24-hour orbit at fixed position. Example: Communication satellites orbit at r ≈ 42,000 km.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
Total energy: E = K + U = ½mv_o² - GMm/r = -GMm/(2r). Example: A satellite’s energy is negative in orbit.
[1 mark for definition, 1 mark for formula, 1 mark for example]
E = -GMm/(2r). Given m = 1000 kg, r = 7 × 10⁶ m, M = 6 × 10²⁴ kg.
E = -(6.67 × 10⁻¹¹ × 6 × 10²⁴ × 1000)/(2 × 7 × 10⁶) ≈ -2.86 × 10⁹ J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
K = ½mv_o², v_o = √(GM/r), so K = ½GMm/r. U = -GMm/r. E = K + U = ½GMm/r - GMm/r = -GMm/(2r).
[1 mark for setup, 1 mark for derivation, 1 mark for formula]
E = -GMm/(2r); negative as U dominates K in bound orbit. Example: A satellite needs energy to escape orbit.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
K = GMm/(2r). Given m = 500 kg, r = 6.4 × 10⁶ m, M = 6 × 10²⁴ kg.
K = (6.67 × 10⁻¹¹ × 6 × 10²⁴ × 500)/(2 × 6.4 × 10⁶) ≈ 1.56 × 10¹⁰ J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
K = -½U, E = ½U = -GMm/(2r). Example: A satellite’s K is half its |U| in magnitude.
[1 mark for relation, 1 mark for explanation, 1 mark for example]
U = -GMm/r. Given m = 200 kg, r = 7 × 10⁶ m, M = 6 × 10²⁴ kg.
U = -(6.67 × 10⁻¹¹ × 6 × 10²⁴ × 200)/(7 × 10⁶) ≈ -5.72 × 10⁹ J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
E = -GMm/(2r); larger r reduces |E|. Example: Geostationary satellites have less negative energy than low-orbit satellites.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
r = R + h = 6.4 × 10⁶ + 10⁶ = 7.4 × 10⁶ m. E = -GMm/(2r).
E = -(6.67 × 10⁻¹¹ × 6 × 10²⁴ × 100)/(2 × 7.4 × 10⁶) ≈ -2.71 × 10⁹ J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
At r → ∞, U = 0, K = 0, so E = 0. Example: A satellite escaping Earth reaches zero energy at infinity.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Chapter 8: Mechanical Properties of Solids
Elasticity: Property of a material to regain its original shape after deformation. Example: A rubber band stretches and returns to shape.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
Hooke’s law: Stress is proportional to strain within elastic limit, ฯ = Eฮต. Example: A stretched spring obeys Hooke’s law.
[1 mark for statement, 1 mark for formula, 1 mark for example]
E = Stress/Strain. Given Stress = 2 × 10⁸ N/m², Strain = 0.01.
E = (2 × 10⁸)/0.01 = 2 × 10¹⁰ N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Stress increases linearly with strain up to elastic limit, then becomes non-linear until breaking. Example: A metal wire stretches linearly initially.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
Stress = F/A. Given F = 100 N, A = 2 × 10⁻⁴ m².
Stress = 100/(2 × 10⁻⁴) = 5 × 10⁵ N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
E = Stress/Strain, so Strain = Stress/E. Given Stress = 4 × 10⁷ N/m², E = 2 × 10¹¹ N/m².
Strain = (4 × 10⁷)/(2 × 10¹¹) = 2 × 10⁻⁴.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Elastic limit: Maximum stress a material can withstand and still return to its original shape. Example: A spring stretched beyond its elastic limit deforms permanently.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
Stress = F/A, so F = Stress × A. Given Stress = 3 × 10⁶ N/m², A = 5 × 10⁻⁵ m².
F = 3 × 10⁶ × 5 × 10⁻⁵ = 150 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Stronger intermolecular forces allow greater elastic deformation. Example: Steel is more elastic than rubber.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Stress = F/A = 200/(1 × 10⁻⁴) = 2 × 10⁶ N/m². Strain = Stress/E = (2 × 10⁶)/(1 × 10¹¹) = 2 × 10⁻⁵. ฮL = Strain × L = 2 × 10⁻⁵ × 2 = 4 × 10⁻⁵ m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Young’s modulus: Ratio of longitudinal stress to strain, E = ฯ/ฮต. Unit: N/m². Example: Steel has E ≈ 2 × 10¹¹ N/m².
[1 mark for definition, 1 mark for unit, 1 mark for example]
Stress = F/A = 500/(2 × 10⁻⁴) = 2.5 × 10⁶ N/m². Strain = ฮL/L = 0.001/1 = 0.001. E = Stress/Strain = (2.5 × 10⁶)/0.001 = 2.5 × 10⁹ N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Strong atomic bonds in steel resist deformation. Example: Steel beams support heavy loads in buildings.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Strain = ฮL/L = 0.002/2 = 0.001. E = Stress/Strain, Stress = E × Strain = 2 × 10¹¹ × 0.001 = 2 × 10⁸ N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Hooke’s law (ฯ = Eฮต) defines Young’s modulus as the constant of proportionality. Example: A wire’s extension follows E = ฯ/ฮต.
[1 mark for explanation, 1 mark for relation, 1 mark for example]
Stress = F/A = 300/(3 × 10⁻⁴) = 1 × 10⁶ N/m². Strain = Stress/E = (1 × 10⁶)/(1 × 10¹¹) = 1 × 10⁻⁵. ฮL = Strain × L = 1 × 10⁻⁵ × 1.5 = 1.5 × 10⁻⁵ m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
It depends on the material’s atomic structure. Example: Rubber has lower E than steel.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Strain = ฮL/L = 0.0005/2 = 0.00025. Stress = E × Strain = 2 × 10¹¹ × 0.00025 = 5 × 10⁷ N/m². A = F/Stress = 400/(5 × 10⁷) = 8 × 10⁻⁶ m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Young’s modulus helps design materials for structural strength. Example: High E steel is used in skyscrapers.
[1 mark for application, 1 mark for explanation, 1 mark for example]
Strain = ฮL/L = 0.001/1 = 0.001. E = Stress/Strain = (1 × 10⁷)/0.001 = 1 × 10¹⁰ N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Bulk modulus: Ratio of volumetric stress to strain, K = -ฮP/(ฮV/V). Unit: N/m². Example: Liquids have high K.
[1 mark for definition, 1 mark for unit, 1 mark for example]
K = -ฮP/(ฮV/V). Given ฮP = 2 × 10⁵ N/m², ฮV/V = 0.0002.
K = (2 × 10⁵)/0.0002 = 1 × 10⁹ N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Solids resist volume change due to strong intermolecular forces. Example: Steel has higher K than water.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Bulk modulus measures resistance to uniform compression. Example: Compressing a gas requires less pressure than a solid.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
K = -ฮP/(ฮV/V), so ฮV/V = -ฮP/K. Given ฮP = 4 × 10⁵ N/m², K = 2 × 10⁹ N/m².
ฮV/V = -(4 × 10⁵)/(2 × 10⁹) = -2 × 10⁻⁴.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Negative sign accounts for volume decrease under pressure. Example: Compressing water reduces its volume.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
K = -ฮP/(ฮV/V), so ฮP = -K × (ฮV/V). Given K = 1 × 10⁹ N/m², ฮV/V = -0.0005.
ฮP = -1 × 10⁹ × (-0.0005) = 5 × 10⁵ N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Bulk modulus helps design materials for high-pressure environments. Example: Submarine hulls use high K materials.
[1 mark for application, 1 mark for explanation, 1 mark for example]
Weak intermolecular forces allow easy compression. Example: Air compresses more than water.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
ฮV/V = 0.0001/0.1 = 0.001. K = -ฮP/(ฮV/V) = (3 × 10⁵)/0.001 = 3 × 10⁸ N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Shear modulus: Ratio of shear stress to shear strain, G = ฯ/ฮณ. Unit: N/m². Example: Twisting a rod involves shear modulus.
[1 mark for definition, 1 mark for unit, 1 mark for example]
Shear modulus measures resistance to shape deformation without volume change. Example: Shearing a rubber block.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
G = ฯ/ฮณ. Given ฯ = 1 × 10⁶ N/m², ฮณ = 0.002.
G = (1 × 10⁶)/0.002 = 5 × 10⁸ N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Weak intermolecular forces allow easy shape deformation. Example: Rubber deforms more than steel under shear.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
G = ฯ/ฮณ, so ฯ = G × ฮณ. Given G = 4 × 10⁸ N/m², ฮณ = 0.005.
ฯ = 4 × 10⁸ × 0.005 = 2 × 10⁶ N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Shear modulus is used in designing torsion-resistant materials. Example: Shafts in engines use high G materials.
[1 mark for application, 1 mark for explanation, 1 mark for example]
G = ฯ/ฮณ, so ฮณ = ฯ/G. Given ฯ = 2 × 10⁶ N/m², G = 5 × 10⁸ N/m².
ฮณ = (2 × 10⁶)/(5 × 10⁸) = 4 × 10⁻³.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
It quantifies resistance to shearing forces. Example: High G materials are used in bridges.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Shear deformation: Shape change without volume change under tangential force. Example: Cutting paper with scissors involves shear.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
G = ฯ/ฮณ. Given ฯ = 3 × 10⁶ N/m², ฮณ = 0.006.
G = (3 × 10⁶)/0.006 = 5 × 10⁸ N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Poisson’s ratio: Ratio of lateral strain to longitudinal strain, ฮฝ = -ฮต_lat/ฮต_long. Example: A stretched wire thins laterally.
[1 mark for definition, 1 mark for formula, 1 mark for example]
ฮฝ = -ฮต_lat/ฮต_long. Given ฮต_lat = 0.0002, ฮต_long = 0.001.
ฮฝ = -0.0002/0.001 = -0.2.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Lateral strain is opposite to longitudinal strain (compression vs. expansion). Example: Stretching a rubber band reduces its width.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
ฮฝ = -ฮต_lat/ฮต_long, so ฮต_lat = -ฮฝ × ฮต_long. Given ฮฝ = 0.3, ฮต_long = 0.002.
ฮต_lat = -0.3 × 0.002 = -0.0006.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Poisson’s ratio measures how materials deform transversely when stretched. Example: Cork has low ฮฝ, deforming less laterally.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
Flexible molecular structures allow greater lateral deformation. Example: Rubber has higher ฮฝ than steel.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
ฮฝ = -ฮต_lat/ฮต_long, so ฮต_long = -ฮต_lat/ฮฝ. Given ฮฝ = 0.25, ฮต_lat = -0.0004.
ฮต_long = -(-0.0004)/0.25 = 0.0016.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Poisson’s ratio aids in material selection for structural design. Example: Low ฮฝ materials like cork are used in bottle stoppers.
[1 mark for application, 1 mark for explanation, 1 mark for example]
Volume conservation limits lateral strain relative to longitudinal strain. Example: Rubber has ฮฝ ≈ 0.5 due to near-incompressibility.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
ฮฝ = -ฮต_lat/ฮต_long = -(ฮd/d)/(ฮL/L). Given ฮd/d = -0.0001, ฮL/L = 0.0005.
ฮฝ = -(-0.0001)/0.0005 = 0.2.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Elastic energy: Energy stored in a deformed elastic body, U = ½ × Stress × Strain × Volume. Example: A stretched spring stores elastic energy.
[1 mark for definition, 1 mark for formula, 1 mark for example]
U = ½ × Stress × Strain × V. Given Stress = 2 × 10⁶ N/m², Strain = 0.001, V = 0.01 m³.
U = ½ × 2 × 10⁶ × 0.001 × 0.01 = 10 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Elastic energy is stored due to work done against elastic forces. Example: A stretched wire stores energy like a spring.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
Stress = E × Strain = 2 × 10¹¹ × 0.002 = 4 × 10⁸ N/m². U = ½ × Stress × Strain × V = ½ × 4 × 10⁸ × 0.002 × 0.005 = 2000 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
U = ½ × E × Strain² × V; energy depends on strain squared. Example: Doubling strain quadruples energy in a wire.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
U = ½ × Stress × Strain × V, so V = 2U/(Stress × Strain). Given U = 50 J, Stress = 1 × 10⁶ N/m², Strain = 0.005.
V = (2 × 50)/(1 × 10⁶ × 0.005) = 0.02 m³.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Elastic energy is used in springs for shock absorbers. Example: Car suspensions store energy during bumps.
[1 mark for application, 1 mark for explanation, 1 mark for example]
Stress = F/A = 200/(2 × 10⁻⁴) = 1 × 10⁶ N/m². Strain = Stress/E = (1 × 10⁶)/(1 × 10¹¹) = 1 × 10⁻⁵. U = ½ × Stress × Strain × V = ½ × 1 × 10⁶ × 1 × 10⁻⁵ × 0.01 = 0.05 J.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Work done to deform a material is stored as potential energy. Example: A compressed spring stores energy.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
U = ½ × Stress × Strain × V, so Strain = 2U/(Stress × V). Given U = 100 J, Stress = 2 × 10⁶ N/m², V = 0.02 m³.
Strain = (2 × 100)/(2 × 10⁶ × 0.02) = 0.005.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Elastic materials absorb loads without permanent deformation. Example: Steel beams in bridges bend elastically.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
Springs store elastic energy and return to shape. Example: Car suspensions use springs for smooth rides.
[1 mark for application, 1 mark for explanation, 1 mark for example]
Rubber bands stretch and return to shape due to elasticity. Example: Used in slingshots for energy storage.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
High E materials resist deformation under load. Example: Concrete pillars support skyscrapers.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Elastic materials absorb and dissipate impact energy. Example: Car shock absorbers use elastic springs.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
Elastic materials store energy for performance. Example: Tennis racket strings stretch and recoil.
[1 mark for application, 1 mark for explanation, 1 mark for example]
Low ฮฝ reduces lateral expansion under compression. Example: Cork stoppers seal bottles tightly.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Elastic materials mimic body tissue flexibility. Example: Artificial ligaments use elastic polymers.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
Shear modulus ensures resistance to twisting. Example: Torsion bars in vehicles use high G materials.
[1 mark for application, 1 mark for explanation, 1 mark for example]
Elastic materials absorb seismic energy without breaking. Example: Rubber bearings in buildings reduce vibrations.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
Chapter 9: Mechanical Properties of Fluids
Pressure: P = ฯgh, where ฯ is density, g is gravity, h is depth. Example: Pressure increases in deep water.
[1 mark for definition, 1 mark for formula, 1 mark for example]
P = ฯgh. Given ฯ = 1000 kg/m³, g = 9.8 m/s², h = 10 m.
P = 1000 × 9.8 × 10 = 9.8 × 10⁴ N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Pascal’s law: Pressure applied to a confined fluid is transmitted equally. Example: Hydraulic lifts use Pascal’s law.
[1 mark for statement, 1 mark for explanation, 1 mark for example]
P = ฯgh, so h = P/(ฯg). Given P = 2 × 10⁵ N/m², ฯ = 1000 kg/m³, g = 9.8 m/s².
h = (2 × 10⁵)/(1000 × 9.8) ≈ 20.4 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Gravity increases pressure with depth (P = ฯgh). Example: Pressure is higher at the bottom of a dam.
[1 mark for explanation, 1 mark for formula, 1 mark for example]
P = ฯgh. Given ฯ = 13600 kg/m³, g = 9.8 m/s², h = 5 m.
P = 13600 × 9.8 × 5 ≈ 6.66 × 10⁵ N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Pressure on brake fluid is transmitted to brake pads. Example: Car brakes stop wheels effectively.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
Weight of fluid column increases pressure (P = ฯgh). Example: Divers feel more pressure deeper underwater.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
P = ฯgh, so ฯ = P/(gh). Given P = 4.9 × 10⁴ N/m², h = 5 m, g = 9.8 m/s².
ฯ = (4.9 × 10⁴)/(9.8 × 5) = 1000 kg/m³.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Small force on a small piston lifts heavy loads via pressure transmission. Example: Car jacks lift vehicles.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
Viscosity: Resistance of a fluid to flow, ฮท = (F/A)/(dv/dx). Unit: Pa·s. Example: Honey is more viscous than water.
[1 mark for definition, 1 mark for unit, 1 mark for example]
F = 6ฯฮทrv. Given r = 0.02 m, v = 0.5 m/s, ฮท = 0.8 Pa·s.
F = 6 × 3.14 × 0.8 × 0.02 × 0.5 ≈ 0.15 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Stronger intermolecular forces increase resistance to flow. Example: Glycerine is more viscous than water.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
F = 6ฯฮทrv, so ฮท = F/(6ฯrv). Given F = 0.2 N, r = 0.01 m, v = 0.4 m/s.
ฮท = 0.2/(6 × 3.14 × 0.01 × 0.4) ≈ 2.65 Pa·s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Viscosity arises from friction between fluid layers moving at different speeds. Example: Oil flows slower than water due to higher viscosity.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
F = 6ฯฮทrv, so v = F/(6ฯฮทr). Given F = 0.1 N, r = 0.005 m, ฮท = 1 Pa·s.
v = 0.1/(6 × 3.14 × 1 × 0.005) ≈ 1.06 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Higher temperature reduces intermolecular forces, easing flow. Example: Hot oil flows faster than cold oil.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Viscosity is used in lubricants to reduce friction. Example: Engine oil ensures smooth machinery operation.
[1 mark for application, 1 mark for explanation, 1 mark for example]
F = 6ฯฮทrv, so r = F/(6ฯฮทv). Given F = 0.15 N, v = 0.3 m/s, ฮท = 0.9 Pa·s.
r = 0.15/(6 × 3.14 × 0.9 × 0.3) ≈ 0.029 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Viscosity controls fluid flow in pipelines and manufacturing. Example: Paint viscosity affects its application.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
Stokes’ law: Drag force on a sphere in a viscous fluid, F = 6ฯฮทrv. Example: A ball falling in glycerine.
[1 mark for statement, 1 mark for formula, 1 mark for example]
v_t = (2r²(ฯ_s - ฯ_f)g)/(9ฮท). Given r = 0.01 m, ฯ_s = 8000 kg/m³, ฯ_f = 1000 kg/m³, ฮท = 1 Pa·s.
v_t = (2 × (0.01)² × (8000 - 1000) × 9.8)/(9 × 1) ≈ 0.153 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Terminal velocity: Constant velocity when drag equals weight. Example: A raindrop falls at terminal velocity.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
v_t = (2r²(ฯ_s - ฯ_f)g)/(9ฮท). Given r = 0.005 m, ฯ_s = 7800 kg/m³, ฯ_f = 1000 kg/m³, ฮท = 1.2 Pa·s.
v_t = (2 × (0.005)² × (7800 - 1000) × 9.8)/(9 × 1.2) ≈ 0.031 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Stokes’ law balances drag with weight for constant velocity. Example: Parachutes fall at terminal velocity.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
v_t = (2r²(ฯ_s - ฯ_f)g)/(9ฮท), so ฮท = (2r²(ฯ_s - ฯ_f)g)/(9v_t). Given v_t = 0.1 m/s, r = 0.01 m.
ฮท = (2 × (0.01)² × (9000 - 1000) × 9.8)/(9 × 0.1) ≈ 1.74 Pa·s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
v_t ∝ r² in Stokes’ law; larger radius increases drag. Example: Larger spheres fall faster in viscous fluids.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
v_t = (2r²(ฯ_s - ฯ_f)g)/(9ฮท), so r² = (9ฮทv_t)/(2(ฯ_s - ฯ_f)g). Given v_t = 0.2 m/s.
r² = (9 × 1 × 0.2)/(2 × (8000 - 1000) × 9.8) ≈ 1.31 × 10⁻⁴, r ≈ 0.0114 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Particles settle at constant speed when drag equals weight. Example: Sediments in water reach terminal velocity.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
F = 6ฯฮทrv_t. Given r = 0.008 m, v_t = 0.15 m/s, ฮท = 1.5 Pa·s.
F = 6 × 3.14 × 1.5 × 0.008 × 0.15 ≈ 0.034 N.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Streamline flow: Smooth, layered fluid motion. Example: Water flowing steadily in a pipe.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
Turbulent flow: Chaotic fluid motion with eddies. Example: Rapids in a river.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
Critical velocity: Speed at which flow becomes turbulent, v_c = (Re ฮท)/(ฯr). Example: Water in a hose.
[1 mark for definition, 1 mark for formula, 1 mark for example]
v_c = (Re ฮท)/(ฯr). Given Re = 2000, ฮท = 0.001 Pa·s, ฯ = 1000 kg/m³, r = 0.01 m.
v_c = (2000 × 0.001)/(1000 × 0.01) = 0.2 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Fluid moves in parallel layers with constant velocity. Example: Oil in pipelines flows smoothly.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
High speeds disrupt laminar flow, causing eddies. Example: Fast river currents become turbulent.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
v_c = (Re ฮท)/(ฯr), so ฮท = (v_c ฯr)/Re. Given v_c = 0.3 m/s, r = 0.005 m.
ฮท = (0.3 × 1000 × 0.005)/2000 = 0.00075 Pa·s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Reynolds number predicts flow type; low Re indicates streamline flow. Example: Low Re in narrow pipes ensures laminar flow.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
Streamline flow reduces energy loss and turbulence. Example: Oil pipelines use streamline flow for efficiency.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
v_c = (Re ฮท)/(ฯr), so r = (Re ฮท)/(v_c ฯ). Given v_c = 0.25 m/s.
r = (2000 × 0.001)/(0.25 × 1000) = 0.008 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Bernoulli’s theorem: P + ฯgh + ½ฯv² = constant. Example: Faster flow reduces pressure in pipes.
[1 mark for statement, 1 mark for formula, 1 mark for example]
Torricelli’s law: Speed of fluid from a hole, v = √(2gh). Example: Water exits a tank faster at greater depth.
[1 mark for explanation, 1 mark for formula, 1 mark for example]
v = √(2gh). Given h = 2 m, g = 9.8 m/s².
v = √(2 × 9.8 × 2) ≈ 6.26 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Faster airflow over a wing reduces pressure, creating lift. Example: Airplane wings use dynamic lift.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
P₁ - P₂ = ½ฯ(v₂² - v₁²). Given ฯ = 1.2 kg/m³, v₁ = 10 m/s, v₂ = 20 m/s.
P₁ - P₂ = ½ × 1.2 × (20² - 10²) = 0.6 × 300 = 180 N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Assumes no viscosity or energy loss. Example: Ideal fluid flow in pipes follows Bernoulli’s theorem.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
Torricelli’s law: v = √(2gh), so h = v²/(2g). Given v = 5 m/s.
h = 5²/(2 × 9.8) ≈ 1.28 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Narrow sections increase velocity, reducing pressure to measure flow. Example: Venturi meters in pipelines.
[1 mark for explanation, 1 mark for detail, 1 mark for example]
P₁ - P₂ = ½ฯ(v₂² - v₁²), so v₁² = v₂² - (2(P₁ - P₂)/ฯ). Given P₁ - P₂ = 100 N/m².
v₁² = 15² - (2 × 100)/1.2 = 225 - 166.67 ≈ 58.33, v₁ ≈ 7.64 m/s.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Bernoulli’s theorem explains lift in aircraft wings. Example: Faster air over wings creates lift.
[1 mark for application, 1 mark for explanation, 1 mark for example]
Surface tension: Force per unit length on a liquid’s surface, ฮณ = F/L. Unit: N/m. Example: Water forms droplets.
[1 mark for definition, 1 mark for unit, 1 mark for example]
P = 4ฮณ/r. Given r = 0.02 m, ฮณ = 0.03 N/m.
P = (4 × 0.03)/0.02 = 6 N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
h = (2ฮณ cosฮธ)/(ฯgr). Given r = 0.001 m, ฮณ = 0.072 N/m, ฯ = 1000 kg/m³, ฮธ = 0°.
h = (2 × 0.072 × 1)/(1000 × 9.8 × 0.001) ≈ 0.0147 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Angle of contact: Angle between liquid and solid surface inside liquid. Example: Water on glass has ฮธ ≈ 0°.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
h = (2ฮณ cosฮธ)/(ฯgr), so ฮณ = (hฯgr)/(2 cosฮธ). Given h = 0.02 m, r = 0.0005 m.
ฮณ = (0.02 × 1000 × 9.8 × 0.0005)/(2 × 1) = 0.049 N/m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Surface tension minimizes surface area, favoring spheres. Example: Raindrops are nearly spherical.
[1 mark for reason, 1 mark for explanation, 1 mark for example]
P = 2ฮณ/r. Given r = 0.01 m, ฮณ = 0.072 N/m.
P = (2 × 0.072)/0.01 = 14.4 N/m².
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Surface energy: Energy per unit area due to surface tension, E = ฮณA. Example: Soap film minimizes surface energy.
[1 mark for definition, 1 mark for explanation, 1 mark for example]
Surface tension allows insects to walk on water. Example: Water striders move on ponds.
[1 mark for application, 1 mark for explanation, 1 mark for example]
P = 4ฮณ/r, so r = 4ฮณ/P. Given P = 8 N/m², ฮณ = 0.03 N/m.
r = (4 × 0.03)/8 = 0.015 m.
[1 mark for formula, 1 mark for substitution, 1 mark for answer]
Chapter 11: Thermodynamics
Chapter 12: Kinetic Theory
Chapter 13: Oscillations
Chapter 14: Waves
Class 12 Physics
Chapter 1: Electric Charges and Fields
Marking Rubrics: 1 mark for charge after contact, 1 mark for nature of force, 1 mark for force expression.
Hinglish Explanation: Yeh question mein do balls hain, ek ka charge -Q aur doosre ka +3Q. Jab yeh touch karte hain, total charge 2Q ban jata hai, aur dono equal hain toh har ek ko Q milta hai. Ab dono ka charge +Q hai, toh force repulsive hoga kyunki same sign ka charge repel karta hai. Formula likha F = kQ²/d², jisme k = 1/4ฯฮต₀. Marks is tarah milte hain: 1 mark charge calculate karne ke liye, 1 mark repulsive bolne ke liye, aur 1 mark formula ke liye.
Marking Rubrics: 1 mark for position, 1 mark for sign, 1 mark for magnitude.
Hinglish Explanation: Isme do charges q hain, 2 m door. Teesra charge Q kahin par rakhna hai jisse system equilibrium mein rahe. Equilibrium ke liye Q ko midpoint par hona chahiye, matlab 1 m dono se. Forces balance karne ke liye Q ka sign negative hoga aur magnitude -q/4 aayega equation solve karne se. Marks: 1 position ke liye, 1 sign ke liye, 1 magnitude ke liye.
Marking Rubrics: 1 mark for field equations, 1 mark for equating, 1 mark for solving x.
Hinglish Explanation: Yahan +4 ฮผC aur +1 ฮผC charges 2 m door hain. Net electric field zero kahan hoga? Ek point x m door +1 ฮผC se man lo. Dono charges ka electric field equate karo: k(1×10⁻⁶)/x² = k(4×10⁻⁶)/(2-x)². Solve karne pe x = 0.828 m aata hai. Marks: 1 field equations ke liye, 1 equate karne ke liye, 1 x nikalne ke liye.
Marking Rubrics: 1 mark for initial force, 1 mark for dielectric effect, 1 mark for stating decrease.
Hinglish Explanation: Do charges q hain, aur force F = kq²/r². Plastic sheet (dielectric) daalne se force kam ho jata hai kyunki dielectric constant ฮตแตฃ > 1 hota hai. Naya force F’ = F/ฮตแตฃ. Marks: 1 initial force ke liye, 1 dielectric effect ke liye, 1 force kam hone ke liye.
Marking Rubrics: 1 mark for F₁, 1 mark for F₂, 1 mark for net force.
Hinglish Explanation: Triangle ke vertices par charges hain. A par +q ke liye, B (+2q) se force F₁ = k(2q²/a²) repulsive, aur C (-3q) se F₂ = k(3q²/a²) attractive. Dono forces 60° angle par hain, toh resultant √13 (q²/4ฯฮต₀a²) aata hai. Marks: 1 F₁ ke liye, 1 F₂ ke liye, 1 resultant ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for calculation, 1 mark for nature.
Hinglish Explanation: Yahan +5 ฮผC aur -5 ฮผC charges 1 m door hain. Force F = kq₁q₂/r² = (9×10⁹)(25×10⁻¹²) = 0.225 N. Opposite charges hain toh force attractive hoga. Marks: 1 formula, 1 calculation, 1 nature ke liye.
Marking Rubrics: 1 mark for force equations, 1 mark for equating, 1 mark for position.
Hinglish Explanation: Do +q charges 2d door hain, -q kahin par rakha hai. F₁ = kq²/x² aur F₂ = kq²/(2d-x)². Equilibrium ke liye F₁ = F₂, toh x = d aata hai. Marks: 1 equations, 1 equating, 1 position ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for calculation, 1 mark for direction.
Hinglish Explanation: +2 ฮผC aur -3 ฮผC 3 m door hain. F = kq₁q₂/r² = (9×10⁹)(6×10⁻¹²/9) = 0.06 N. Opposite charges hain, toh force attractive hoga, -3 ฮผC ki taraf. Marks: 1 formula, 1 calculation, 1 direction ke liye.
Marking Rubrics: 1 mark for adjacent forces, 1 mark for diagonal force, 1 mark for resultant.
Hinglish Explanation: Square ke corners par +q hain. Ek +q par do adjacent charges se force F = kq²/a², 90° par. Diagonal se F = kq²/2a². Resultant √3 (kq²/a²) aata hai. Marks: 1 adjacent forces, 1 diagonal force, 1 resultant ke liye.
Marking Rubrics: 1 mark for U₁, 1 mark for U₂, 1 mark for work.
Hinglish Explanation: +q aur -q d door hain. Initial energy U₁ = -kq²/d, final U₂ = -kq²/(d/2). Work W = U₂ - U₁ = kq²/d. Marks: 1 U₁, 1 U₂, 1 work ke liye.
Marking Rubrics: 1 mark for field equations, 1 mark for equating, 1 mark for solving x.
Explanation: +4 ฮผC aur +1 ฮผC 2 m door hain. Net field zero kahan hoga? Point x m door +1 ฮผC se lo. Dono ka field equate karo: k(1×10⁻⁶)/x² = k(4×10⁻⁶)/(2-x)². Solve karne pe x = 0.828 m aata hai. Marks: 1 equations, 1 equating, 1 x ke liye.
Marking Rubrics: 1 mark for distance, 1 mark for field expression, 1 mark for direction.
Explanation: Charge q origin par hai. Point (a, a) par field nikalna hai. Distance r = √(a² + a²) = a√2. Field E = kq/r² = kq/(2a²). Direction charge se point tak hai. Marks: 1 distance, 1 field formula, 1 direction ke liye.
Marking Rubrics: 1 mark for direction, 1 mark for shape, 1 mark for symmetry.
Explanation: +q aur -q ke beech field lines banane hain. Lines +q se start hokar -q par end hoti hain, curved shape mein. +q ke paas outward, -q ke paas inward. Marks: 1 direction, 1 shape, 1 symmetry ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for direction, 1 mark for derivation setup.
Explanation: Charged ring ka center se x door par field nikalna hai. Formula E = kQx/(R² + x²)^(3/2) hai, jo axis ke along hota hai. Marks: 1 formula, 1 direction, 1 derivation ke liye.
Marking Rubrics: 1 mark for distance, 1 mark for field, 1 mark for direction.
Explanation: Charge q origin par hai, point (0,0,d) par field nikalna hai. Distance r = d. Field E = kq/d², z-axis ke along. Marks: 1 distance, 1 field, 1 direction ke liye.
Marking Rubrics: 1 mark for equations, 1 mark for equating, 1 mark for x.
Explanation: +2q aur -q d door hain. Zero field point x m door +2q se lo. Equations E₁ = k(2q)/x² aur E₂ = kq/(d-x)² equate karo. Solve karne pe x = 2d/3 aata hai. Marks: 1 equations, 1 equating, 1 x ke liye.
Marking Rubrics: 1 mark for setup, 1 mark for formula, 1 mark for direction.
Explanation: Rod ka charge density ฮป hai. Point P midpoint se r door perpendicular hai. Field E = kฮป/(r√(r² + L²/4)) aata hai, perpendicular to rod. Marks: 1 setup, 1 formula, 1 direction ke liye.
Marking Rubrics: 1 mark for direction, 1 mark for symmetry, 1 mark for description.
Explanation: Ek +q charge ke liye field lines sabhi directions mein outward radiate karti hain, symmetrically. Marks: 1 direction, 1 symmetry, 1 description ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for direction, 1 mark for derivation.
Explanation: Infinite line charge ka density ฮป hai. Distance r par field E = ฮป/(2ฯฮต₀r), radially outward. Marks: 1 formula, 1 direction, 1 derivation ke liye.
Marking Rubrics: 1 mark for field per charge, 1 mark for direction, 1 mark for net field.
Explanation: Do +q charges 2d door hain. Midpoint par har charge ka field E = kq/d², par opposite direction mein. Toh net field zero ho jata hai. Marks: 1 field, 1 direction, 1 net field ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for variables, 1 mark for explanation.
Explanation: Dipole ka moment p hai, uniform field E mein rakha hai. Torque ฯ = pE sinฮธ hota hai, jahan ฮธ dipole aur field ke beech angle hai. Marks: 1 formula, 1 variables, 1 explanation ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for direction, 1 mark for derivation.
Explanation: Dipole ke axis par r door ek point par field nikalna hai. Formula E = 2kp/r³, jo axis ke along hota hai. Marks: 1 formula, 1 direction, 1 derivation ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for angle substitution, 1 mark for result.
Explanation: Dipole ka moment p hai, field E ke saath 30° angle par hai. Torque ฯ = pE sinฮธ, yahan ฮธ = 30°, toh ฯ = pE/2. Marks: 1 formula, 1 angle, 1 result ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for direction, 1 mark for derivation.
Explanation: Dipole ke equatorial line par r door field nikalna hai. Formula E = kp/(r² + a²)^(3/2), jo dipole axis ke perpendicular hota hai. Marks: 1 formula, 1 direction, 1 derivation ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for variables, 1 mark for derivation.
Explanation: Dipole mein +q aur -q, 2a door hain. Axial point par potential V = kp cosฮธ/r², jahan p = 2qa. Marks: 1 formula, 1 variables, 1 derivation ke liye.
Marking Rubrics: 1 mark for torque, 1 mark for force, 1 mark for motion.
Explanation: Dipole non-uniform field mein hai. Torque ฯ = p × E se rotate karta hai, aur force F = p·∇E se move bhi karta hai. Marks: 1 torque, 1 force, 1 motion ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for substitution, 1 mark for result.
Explanation: Dipole ko 0° se 90° tak rotate karna hai. Work W = pE (1 - cosฮธ), ฮธ = 90° par W = pE. Marks: 1 formula, 1 substitution, 1 result ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for variables, 1 mark for explanation.
Explanation: Dipole ka potential energy U = -pE cosฮธ hai, jahan p = 2qa. Marks: 1 formula, 1 variables, 1 explanation ke liye.
Marking Rubrics: 1 mark for torque, 1 mark for energy, 1 mark for alignment.
Explanation: Dipole par torque ฯ = pE sinฮธ lagta hai, jo dipole ko field E ke saath align karta hai kyunki potential energy U = -pE cosฮธ minimum hota hai jab ฮธ = 0. Marks: 1 torque, 1 energy, 1 alignment ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for angle, 1 mark for result.
Explanation: Dipole 60° par field E ke saath hai. Torque ฯ = pE sin60° = pE√3/2. Marks: 1 formula, 1 angle, 1 result ke liye.
Marking Rubrics: 1 mark for theorem, 1 mark for field, 1 mark for direction.
Explanation: Gauss ka theorem kehta hai ∮E·dA = Q/ฮต₀. Infinite line charge ke liye cylindrical surface lo, field E = ฮป/(2ฯฮต₀r), radially outward. Marks: 1 theorem, 1 field, 1 direction ke liye.
Marking Rubrics: 1 mark for theorem application, 1 mark for field, 1 mark for direction.
Explanation: Infinite plane sheet ka charge density ฯ hai. Gauss’s theorem se E = ฯ/(2ฮต₀), sheet ke perpendicular. Marks: 1 theorem, 1 field, 1 direction ke liye.
Marking Rubrics: 1 mark for inside field, 1 mark for outside field, 1 mark for theorem.
Explanation: Spherical shell ke liye Gauss’s theorem use karo. Inside E = 0, outside E = kQ/r². Marks: 1 inside, 1 outside, 1 theorem ke liye.
Marking Rubrics: 1 mark for theorem, 1 mark for formula, 1 mark for result.
Explanation: Spherical surface mein charge Q hai. Gauss’s theorem se flux ฮฆ = Q/ฮต₀. Marks: 1 theorem, 1 formula, 1 result ke liye.
Marking Rubrics: 1 mark for theorem, 1 mark for field, 1 mark for direction.
Explanation: Long wire ka charge density ฮป hai. Gauss’s theorem se cylindrical surface lekar E = ฮป/(2ฯฮต₀r), radially outward. Marks: 1 theorem, 1 field, 1 direction ke liye.
Marking Rubrics: 1 mark for total flux, 1 mark for face flux, 1 mark for theorem.
Explanation: Cube ke center mein charge Q hai. Gauss’s theorem se total flux ฮฆ = Q/ฮต₀, aur ek face ka flux Q/(6ฮต₀). Marks: 1 total flux, 1 face flux, 1 theorem ke liye.
Marking Rubrics: 1 mark for theorem, 1 mark for explanation, 1 mark for result.
Explanation: Spherical shell ke andar koi charge nahi, toh Gauss’s theorem se ∮E·dA = 0, isliye E = 0. Marks: 1 theorem, 1 explanation, 1 result ke liye.
Marking Rubrics: 1 mark for theorem, 1 mark for field, 1 mark for direction.
Explanation: Charged sphere ka radius R hai, bahar field nikalna hai. Gauss’s theorem se E = kQ/r², radially outward. Marks: 1 theorem, 1 field, 1 direction ke liye.
Marking Rubrics: 1 mark for theorem, 1 mark for formula, 1 mark for result.
Explanation: Cylindrical surface mein line charge ฮป hai. Gauss’s theorem se flux ฮฆ = ฮปL/ฮต₀, jahan L cylinder ki length hai. Marks: 1 theorem, 1 formula, 1 result ke liye.
Marking Rubrics: 1 mark for theorem, 1 mark for field, 1 mark for direction.
Explanation: Infinite plane sheet ka density ฯ hai. Gauss’s theorem se E = ฯ/(2ฮต₀), sheet ke perpendicular. Marks: 1 theorem, 1 field, 1 direction ke liye.
Chapter 2: Electrostatic Potential and Capacitance
Marking Rubrics: 1 mark for definition, 1 mark for formula, 1 mark for explanation.
Explanation: Potential energy ka matlab hai charge q ko infinity se external field mein r distance tak laane mein kiya gaya work. Formula U = qV, jahan V = Er. Marks: 1 definition, 1 formula, 1 explanation ke liye.
Marking Rubrics: 1 mark for setup, 1 mark for positive case, 1 mark for negative case.
Explanation: OA < OB hai, toh bracket mein negative aata hai. Agar Q positive hai, VA – VB negative, negative Q ke liye positive. Marks: 1 setup, 1 positive, 1 negative ke liye.
Marking Rubrics: 1 mark for field inside, 1 mark for potential constant, 1 mark for result.
Explanation: Shell ke andar field zero hai, toh potential constant rahta hai aur surface ke equal 10 V. Marks: 1 field, 1 constant, 1 result ke liye.
Marking Rubrics: 1 mark for equipotential, 1 mark for explanation, 1 mark for result.
Explanation: Metal sphere equipotential hota hai, toh centre par 5 V. Marks: 1 equipotential, 1 explanation, 1 result ke liye.
Marking Rubrics: 1 mark for field zero, 1 mark for work, 1 mark for constant potential.
Explanation: Conductor ke andar field zero hai, toh charge move karne ka work zero, isliye potential constant. Marks: 1 field, 1 work, 1 constant ke liye.
Marking Rubrics: 1 mark for dielectric definition, 1 mark for conductor definition, 1 mark for distinction.
Explanation: Dielectric insulating hota hai jo electric effect pass karta hai par conduct nahi karta. Conductor charge conduct karta hai. Marks: 1 dielectric, 1 conductor, 1 distinction ke liye.
Marking Rubrics: 1 mark for field zero, 1 mark for work, 1 mark for constant potential.
Explanation: Andar field zero hai, toh charge move karne ka work zero, potential same. Marks: 1 field, 1 work, 1 constant ke liye.
Marking Rubrics: 1 mark for shape, 1 mark for description, 1 mark for explanation.
Explanation: Single charge ke liye equipotential surfaces concentric spheres hote hain. Marks: 1 shape, 1 description, 1 explanation ke liye.
Marking Rubrics: 1 mark for potential zero, 1 mark for work, 1 mark for result.
Explanation: Equatorial plane par potential zero, toh work zero. Marks: 1 potential, 1 work, 1 result ke liye.
Marking Rubrics: 1 mark for stable, 1 mark for unstable, 1 mark for explanation.
Explanation: Stable when dipole field ke along, unstable opposite. Marks: 1 stable, 1 unstable, 1 explanation ke liye.
Marking Rubrics: 1 mark for equipotential, 1 mark for work zero, 1 mark for explanation.
Explanation: Do points equipotential hain, toh work zero. Marks: 1 equipotential, 1 work, 1 explanation ke liye.
Marking Rubrics: 1 mark for zero, 1 mark for explanation, 1 mark for formula.
Explanation: Equatorial point par potential zero hota hai. Marks: 1 zero, 1 explanation, 1 formula ke liye.
Marking Rubrics: 1 mark for V=0, 1 mark for W=0, 1 mark for explanation.
Explanation: V zero hai, toh W zero. Marks: 1 V, 1 W, 1 explanation ke liye.
Marking Rubrics: 1 mark for potential, 1 mark for field zero, 1 mark for calculation.
Explanation: Centre par potential calculate karo, field symmetry se zero. Marks: 1 potential, 1 field, 1 calculation ke liye.
Marking Rubrics: 1 mark for (a) potential, 1 mark for (a) field, 1 mark for (b).
Explanation: Midpoint par calculate karo, aur perpendicular point par. Marks: 1 (a) potential, 1 (a) field, 1 (b) ke liye.
Marking Rubrics: 1 mark for (a), 1 mark for (b), 1 mark for (c).
Explanation: Dipole ke potential calculate karo, work zero. Marks: 1 (a), 1 (b), 1 (c) ke liye.
Marking Rubrics: 1 mark for potential, 1 mark for contrast dipole, 1 mark for monopole.
Explanation: Quadrupole ka potential r^-3, dipole r^-2, monopole r^-1. Marks: 1 potential, 1 dipole, 1 monopole ke liye.
Marking Rubrics: 1 mark for (a), 1 mark for (b), 1 mark for (c).
Explanation: Hydrogen atom ka potential energy calculate karo. Marks: 1 (a), 1 (b), 1 (c) ke liye.
Marking Rubrics: 1 mark for identification, 1 mark for explanation, 1 mark for result.
Explanation: Yeh question chapter se related nahi, error hai. Marks: 1 identification, 1 explanation, 1 result ke liye.
Marking Rubrics: 1 mark for point between, 1 mark for point outside, 1 mark for calculation.
Explanation: Dono charges ke beech aur bahar point calculate karo. Marks: 1 between, 1 outside, 1 calculation ke liye.
Marking Rubrics: 1 mark for shape, 1 mark for description, 1 mark for diagram.
Explanation: Single charge ke liye concentric spheres. Marks: 1 shape, 1 description, 1 diagram ke liye.
Marking Rubrics: 1 mark for shape, 1 mark for description, 1 mark for diagram.
Explanation: Dipole ke liye equipotential surfaces field lines ke perpendicular. Marks: 1 shape, 1 description, 1 diagram ke liye.
Marking Rubrics: 1 mark for depiction, 1 mark for description, 1 mark for diagram.
Explanation: Do positive charges ke liye equipotential surfaces. Marks: 1 depiction, 1 description, 1 diagram ke liye.
Marking Rubrics: 1 mark for expression, 1 mark for derivation, 1 mark for explanation.
Explanation: Two charges ka potential energy external field mein. Marks: 1 expression, 1 derivation, 1 explanation ke liye.
Marking Rubrics: 1 mark for potential difference, 1 mark for work, 1 mark for explanation.
Explanation: Equipotential par potential difference zero, toh work zero. Marks: 1 difference, 1 work, 1 explanation ke liye.
Marking Rubrics: 1 mark for normal, 1 mark for no parallel component, 1 mark for explanation.
Explanation: Conductor par field normal, parallel component zero. Marks: 1 normal, 1 component, 1 explanation ke liye.
Marking Rubrics: 1 mark for zero field, 1 mark for charges on surface, 1 mark for explanation.
Explanation: Conductor ke andar field zero kyunki charges surface par. Marks: 1 zero, 1 surface, 1 explanation ke liye.
Marking Rubrics: 1 mark for flux same, 1 mark for reason, 1 mark for formula.
Explanation: Flux enclosed charge par depend, radius par nahi. Marks: 1 same, 1 reason, 1 formula ke liye.
Marking Rubrics: 1 mark for definition, 1 mark for unit, 1 mark for calculation.
Explanation: Flux E·A, unit Vm, calculation 30. Marks: 1 definition, 1 unit, 1 calculation ke liye.
Marking Rubrics: 1 mark for expression, 1 mark for derivation, 1 mark for explanation.
Explanation: Gauss theorem se flux = enclosed charge / ฮต₀ = ฮป l / ฮต₀. Marks: 1 expression, 1 derivation, 1 explanation ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for calculation, 1 mark for result.
Explanation: Two charges ka potential energy calculate karo. Marks: 1 formula, 1 calculation, 1 result ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for calculation, 1 mark for result.
Explanation: Hexagon ke centre par potential 6 charges ka sum. Marks: 1 formula, 1 calculation, 1 result ke liye.
Marking Rubrics: 1 mark for path independence, 1 mark for calculation, 1 mark for result.
Explanation: Work potential difference par depend, path nahi. Marks: 1 path, 1 calculation, 1 result ke liye.
Marking Rubrics: 1 mark for potential, 1 mark for field, 1 mark for calculation.
Explanation: Cube ke centre par potential aur field. Marks: 1 potential, 1 field, 1 calculation ke liye.
Marking Rubrics: 1 mark for (a), 1 mark for (b), 1 mark for calculation.
Explanation: Midpoint aur perpendicular point par potential aur field. Marks: 1 (a), 1 (b), 1 calculation ke liye.
Marking Rubrics: 1 mark for (a), 1 mark for (b), 1 mark for (c).
Explanation: Dipole ka potential aur work. Marks: 1 (a), 1 (b), 1 (c) ke liye.
Marking Rubrics: 1 mark for potential, 1 mark for contrast, 1 mark for explanation.
Explanation: Quadrupole ka potential aur comparison. Marks: 1 potential, 1 contrast, 1 explanation ke liye.
Marking Rubrics: 1 mark for (a), 1 mark for (b), 1 mark for (c).
Explanation: Hydrogen atom ka energy. Marks: 1 (a), 1 (b), 1 (c) ke liye.
Marking Rubrics: 1 mark for formula, 1 mark for calculation, 1 mark for result.
Explanation: Hexagon ke centre par potential. Marks: 1 formula, 1 calculation, 1 result ke liye.
Marking Rubrics: 1 mark for path independence, 1 mark for calculation, 1 mark for result.
Explanation: Work potential difference par. Marks: 1 path, 1 calculation, 1 result ke liye.
Marking Rubrics: 1 mark for dielectric, 1 mark for conductor, 1 mark for distinction.
Explanation: Dielectric aur conductor ka difference. Marks: 1 dielectric, 1 conductor, 1 distinction ke liye.
Marking Rubrics: 1 mark for each part.
Explanation: Distance double karne ka effect. Marks: 1 (i), 1 (ii), 1 (iii) ke liye.
Marking Rubrics: 1 mark for explanation, 1 mark for formula, 1 mark for description.
Explanation: Capacitor energy field mein store. Marks: 1 explanation, 1 formula, 1 description ke liye.
Marking Rubrics: 1 mark for derivation, 1 mark for expression, 1 mark for explanation.
Explanation: Energy ka expression derive karo. Marks: 1 derivation, 1 expression, 1 explanation ke liye.
Marking Rubrics: 1 mark for equivalent, 1 mark for charge, 1 mark for calculation.
Explanation: Network ka equivalent aur charge. Marks: 1 equivalent, 1 charge, 1 calculation ke liye.
Marking Rubrics: 1 mark for expression, 1 mark for derivation, 1 mark for explanation.
Explanation: Dielectric slab ka effect on capacitance. Marks: 1 expression, 1 derivation, 1 explanation ke liye.
Marking Rubrics: 1 mark for each part.
Explanation: Separation double karne ka effect. Marks: 1 (i), 1 (ii), 1 (iii) ke liye.
Marking Rubrics: 1 mark for (i), 1 mark for (ii), 1 mark for calculation.
Explanation: Air aur dielectric ke capacitors compare. Marks: 1 (i), 1 (ii), 1 calculation ke liye.
Marking Rubrics: 1 mark for (a), 1 mark for (b i), 1 mark for (ii iii).
Explanation: Spherical shell ka charge and field. Marks: 1 (a), 1 (b), 1 (ii iii) ke liye.
Marking Rubrics: 1 mark for definition, 1 mark for expression, 1 mark for derivation.
Explanation: Capacitance ka definition aur expression. Marks: 1 definition, 1 expression, 1 derivation ke liye.
Chapter 3: Current Electricity
Explanation (Hinglish): Ohm's Law bolta hai ki agar temperature same rahe, toh current aur voltage ek doosre ke proportional hote hain. Formula V = IR se hum resistance, voltage ya current nikal sakte hain.
Explanation (Hinglish): V = IR use karo. V = 20 V, R = 10 ฮฉ, toh I = V/R = 20/10 = 2 A. Yeh simple Ohm's Law ka application hai.
Explanation (Hinglish): Non-ohmic conductors mein V aur I ka graph straight line nahi hota, kyunki resistance fixed nahi rahta, jaise filament lamp mein heat se resistance badhta hai.
Explanation (Hinglish): V-I graph mein slope = ฮV/ฮI = R hota hai, kyunki V = IR se yeh direct proportion dikhta hai.
Explanation (Hinglish): Power P = V²/R. V = 10 V, R = 5 ฮฉ, toh P = 10²/5 = 100/5 = 20 W. Yeh electrical power ka formula hai.
Explanation (Hinglish): Resistivity ka formula ฯ = RA/l hai, toh unit = (ฮฉ·m²)/m = ฮฉ·m. Yeh material ki property hai jo resistance ko define karta hai.
Explanation (Hinglish): R = ฯl/A. Agar l double ho (2l) aur A half ho (A/2), toh new R = ฯ(2l)/(A/2) = 4ฯl/A = 4R = 4×2 = 8 ฮฉ.
Explanation (Hinglish): Conductivity ฯ = 1/ฯ hota hai. Yeh batata hai ki material kitna achha current conduct karta hai.
Explanation (Hinglish): Manganin ka resistance temperature ke saath kam change hota hai, isliye standard resistors mein use hota hai taaki accurate measurements mile.
Explanation (Hinglish): Kirchhoff’s first rule (Junction Rule) kehta hai ki junction par jitna current enter karta hai, utna hi exit karta hai. Yeh charge conservation ka result hai.
Explanation (Hinglish): Loop Rule kehta hai ki kisi closed loop mein emf aur voltage drops ka sum zero hota hai. Yeh energy conservation se aata hai.
Explanation (Hinglish): Series mein net emf = 6 + 12 = 18 V. Total resistance = 3 ฮฉ. Toh I = V/R = 18/3 = 6 A. Kirchhoff’s loop rule se confirm hota hai.
Explanation (Hinglish): Junction rule isliye kehte hain kyunki yeh junction par currents ke balance ko define karta hai, jaise pani ka flow pipe ke junction par.
Explanation (Hinglish): Total R = 2 + 8 = 10 ฮฉ. Current I = 10/10 = 1 A. Terminal voltage V = emf - Ir = 10 - 1×2 = 8 V. Loop rule se yeh confirm hota hai.
Explanation (Hinglish): Parallel mein voltage same hota hai. Current I ∝ 1/R. Toh I_3ฮฉ / I_6ฮฉ = 6/3 = 2:1. Junction rule se total current divide hota hai.
Explanation (Hinglish): Complex circuits mein multiple loops aur junctions hote hain, jahan Ohm’s law akela kaam nahi karta. Kirchhoff’s rules se equations banakar currents aur voltages nikalte hain.
Explanation (Hinglish): Net emf = 10 - 5 = 5 V. Total R = 5 ฮฉ. Current I = 5/5 = 1 A. Direction higher emf waali battery se hoga, loop rule apply karke.
Explanation (Hinglish): Junction rule charge conservation par based hai. Jitna charge (current) aata hai, utna hi jaata hai, koi charge loss nahi hota.
Explanation (Hinglish): Junction rule se, incoming currents ka sum = outgoing current. Toh 3 A + 2 A = 5 A outgoing hoga.
Explanation (Hinglish): Wheatstone bridge balanced hota hai jab ratio of resistances in two arms equal ho, i.e., P/Q = R/S. Isse galvanometer mein no current flow hota hai.
Explanation (Hinglish): Balance condition P/Q = R/S. Toh 2/3 = 4/S. Solve karo, S = 4×3/2 = 6 ฮฉ.
Explanation (Hinglish): Wheatstone bridge unknown resistance ko measure karne ke liye use hota hai jab bridge balanced hoti hai, kyunki yeh precise measurement deta hai.
Explanation (Hinglish): Jab P/Q = R/S, dono arms ke potentials equal ho jaate hain, toh galvanometer ke across koi voltage nahi, isliye no current.
Explanation (Hinglish): P/Q = R/S. Agar P = 10 ฮฉ, Q = 15 ฮฉ, R = 20 ฮฉ, toh S = R×Q/P = 20×15/10 = 30 ฮฉ.
Explanation (Hinglish): Agar bridge balanced nahi hai, toh arms ke potentials equal nahi hote, aur galvanometer mein current flow hota hai.
Explanation (Hinglish): AC ke liye resistances ki jagah impedances use karte hain, aur balance condition same rehti hai, lekin AC galvanometer chahiye.
Explanation (Hinglish): Jab P = Q = R = S, toh P/Q = R/S (1 = 1). Yeh balance condition satisfy karta hai, toh bridge balanced hai.
Explanation (Hinglish): Meter bridge ek simplified Wheatstone bridge hai, jisme wire ke length ratios se resistance measure karte hain using same balance condition.
Explanation (Hinglish): Balanced bridge mein galvanometer ke across potential difference zero hota hai, kyunki dono arms ke potentials equal hote hain.
Chapter 4: Moving Charges and Magnetism
Chapter 5: Magnetism and Matter
Chapter 6: Electromagnetic Induction
Faraday’s Second Law: The magnitude of induced emf is equal to the rate of change of magnetic flux linked with the circuit.
Mathematically: ฮต = −dฮฆ/dt
SI unit: weber (Wb)
1 Wb = 1 T·m² = 1 V·s
Dimensional formula: [ML²T⁻²A⁻¹]
Final flux ฮฆ₂ = 0
ฮฮฆ = 0.02 Wb, ฮt = 0.1 s
Induced emf ฮต = ฮฮฆ/ฮt = 0.02/0.1 = 0.2 V
It is based on conservation of energy. If induced current helped the change, energy would be created — which violates conservation of energy.
Final flux = −0.25 Wb (after 180° rotation)
Total change in flux = 0.25 − (−0.25) = 0.5 Wb
ฮต_avg = ฮฮฆ/ฮt = 0.5 / 0.1 = 5 V
Mutual inductance: Emf induced in one coil due to change in current in another nearby coil. ฮต₂ = −M dI₁/dt
Unit of both: henry (H)
ฮต = 0.8 × 0.5 × 4 = 1.6 V
ฮต_max = NBAฯ
= 100 × 0.02 × ฯ(0.05)² × 10ฯ
= 100 × 0.02 × 0.0025ฯ × 10ฯ
= 0.5ฯ² V ≈ 4.93 V
Applications: Induction furnace, electromagnetic damping
Methods to reduce: Lamination of core, using high resistivity material
It is based on conservation of energy. If induced current helped the change, mechanical energy would be created from nothing — which is impossible. Hence it opposes to conserve energy.
By right-hand thumb rule: Induced current will be anticlockwise (if seen from magnet side).
Galvanometer deflects to the left.
If north pole was facing coil, induced current will produce north pole towards magnet → clockwise current.
If B is decreasing, current will be clockwise (to maintain original flux).
When pulled out: flux decreases → induced current will be in opposite direction → galvanometer deflects to the right.
If induced current helped the motion, magnet would accelerate without external work → energy would be created → violates conservation of energy. Hence Lenz’s law is necessary.
ฮฮฆ = 0 → induced emf = 0 (even though Lenz’s law applies, there is no change to oppose).
1. Electromagnetic braking (in trains)
2. Induction furnace & metal detectors
Methods to reduce:
1. Laminating the core (thin insulated sheets)
2. Using high-resistivity material
Chapter 7: Alternating Current
(ii) Peak value: Maximum value attained by alternating quantity in one cycle (I₀ or V₀).
RMS value is the effective value that produces same heating effect as DC.
→ Voltage and current are in phase
→ Phase difference ฯ = 0°
→ Power factor = cosฯ = 1 (maximum power dissipation)
V = V₀ sinฯt, I = I₀ sin(ฯt – 90°)
Average power consumed = 0 (energy stored and returned every cycle)
I = I₀ sinฯt, V = V₀ sin(ฯt – 90°)
Average power = 0
I₀ = V₀ / XL = V₀ / ฯL
I = I₀ sin(ฯt – ฯ/2)
→ Current lags voltage by 90° (proven using phasor or derivative method)
Z = √[R² + (Xโ – Xc)²]
Xโ = ฯL, Xc = 1/ฯC
Condition: ฯL = 1/ฯC
Resonant frequency: f₀ = 1/(2ฯ√(LC))
At resonance, circuit behaves as purely resistive.
(i) Pure resistor → cosฯ = 1
(ii) Pure inductor → cosฯ = 0
(iii) Pure capacitor → cosฯ = 0
Xโ = ฯL = 314×0.5 = 157 ฮฉ
Xc = 1/ฯC = 1/(314×20×10⁻⁶) ≈ 159.2 ฮฉ
Xc > Xโ → capacitive circuit → current leads voltage
tanฯ = (Xc – Xโ)/R ≈ 2.2/100 → ฯ ≈ 1.26° (lead)
Xc = 1/ฯC → rectangular hyperbola (decreases with f)
They intersect at resonance frequency f₀.
Transformation ratio (K): K = Nโ/Nโ = Vโ/Vโ = Iโ/Iโ
(i) Step-up → Vโ = K Vโ = 4 × 220 = 880 V
(ii) Step-down → Vโ = (100/400) × 220 = 55 V
2. Iron/Hysteresis loss → minimised by using soft iron core with narrow hysteresis loop
3. Eddy current loss → minimised by laminated core
96 = (Pโแตคโ / 5000) × 100
Pโแตคโ = 5000 × 0.96 = 4800 W
Vโ = K × Vโ = (1/5) × 220 = 44 V
Since Vโ < Vโ → it is a step-down transformer
11,000 × 2 = 220 × Iโ
Iโ = (11,000 × 2) / 220 = 100 A
1. High permeability → strong magnetic field
2. Low coercivity & narrow hysteresis loop → low hysteresis loss
3. Low eddy current loss when laminated
→ Frequency = 50 Hz
→ Maximum apparent power it can handle safely = 5 kVA
It is a step-down transformer used in power distribution.
Chapter 8: Electromagnetic Waves
2. They do not require any material medium for propagation.
3. They travel with speed c = 3×10⁸ m/s in vacuum.
4. They follow the relation: c = fฮป
ฮป = c/f = 3×10⁸ / 6×10¹⁴ = 5×10⁻⁷ m = 500 nm
→ This lies in visible region (violet)
2. ∮B·dl = ฮผ₀I + ฮผ₀ฮต₀ dฮฆ_E/dt → Ampere-Maxwell law (with displacement current)
3. ∮E·dA = 0 → Gauss’s law for magnetism
4. ∮B·dA = –dฮฆ_B/dt → Faraday’s law
Maxwell introduced it to make Ampere’s law consistent between the plates of a charging capacitor where conduction current is zero, but changing electric field produces magnetic field → necessary for prediction of EM waves.
Both reach maximum and zero at the same time and same place.
B₀ = E₀/c = 100 / (3×10⁸) = 3.33×10⁻⁷ T = 0.333 ฮผT
(ii) Muscular pain → Infrared
(iii) Eye surgery → UV rays
(iv) Preserving food → Gamma rays / UV
2. They can be focused into narrow beams using small antennas
3. They are reflected by metallic surfaces
4. Short wavelength → high resolution
Also, c = fฮป → ฯ = ck
And c = 1/√(ฮผ₀ฮต₀) → proved by Maxwell
(ii) Photography in fog → Infrared
(iii) Destroying cancer cells → Gamma rays
(iv) Greenhouse effect → Infrared
Wavelength range: 200 nm – 400 nm (especially UV-B: 280–315 nm)
(ii) 1 mm to 1 m → Microwaves
(iii) 10⁻¹² m to 10⁻⁸ m → X-rays & Gamma rays
(ii) UV → Sterilisation, vitamin D formation
(iii) Microwaves → Radar, microwave oven
(iv) Gamma rays → Cancer treatment, food preservation
Highest penetrating power → Gamma rays (can pass through thick concrete and lead)
UV rays have short wavelength → absorbed by atmosphere (ozone layer) → cannot travel far.
B → 2 (Visible light)
C → 3 (Microwaves)
D → 4 (Ultraviolet)
Chapter 9: Ray Optics and Optical Instruments
2. Incident ray, reflected ray and normal lie in the same plane.
ฮผ = c/v
Also, ฮผ = sin i / sin r (Snell’s law)
1 × sin 30° = 1.5 × sin r
sin r = 0.5 / 1.5 = 1/3 ≈ 0.333
r = sin⁻¹(0.333) ≈ 19.5°
Conditions:
1. Light must travel from denser to rarer medium
2. Angle of incidence > critical angle (i > i_c)
At i = i_c, r = 90°
ฮผ = sin i_c / sin 90° ⇒ sin i_c = 1/ฮผ
i_c = sin⁻¹(0.666) ≈ 41.8°
2. Mirage formation
3. Brilliance of diamond (multiple TIR inside)
i_c ≈ 48.8°
Given i = 45° < 48.8° → No total internal reflection, light will be refracted into air.
Apparent depth = Real depth / ฮผ
For water ฮผ = 4/3 → apparent depth = 3/4 of real depth.
Where t = thickness of slab
Emergent ray is parallel to incident ray but laterally shifted.
For simple microscope (normal adjustment):
m = D/fโ + 1 (D = least distance of distinct vision = 25 cm)
For objective: 1/vโ – 1/uโ = 1/1 → vโ – uโ = 1
vโ + 5 = 20 → vโ = 15 cm → uโ = 14 cm
m = (vโ/uโ) × (D/fโ + 1) = (15/14) × (25/5 + 1) = (15/14) × 6 ≈ 6.43
| Compound Microscope | Astronomical Telescope |
| Object beyond fโ | Object at infinity |
| Final image inverted, magnified | Final image inverted, at infinity |
| m = (vโ/uโ)(D/fโ + 1) | m = fโ/fโ |
R.P. = 2ฮผ sinฮฒ / ฮป ∝ 1/ฮป
Telescope: Ability to show two close stars as separate.
R.P. = D / (1.22 ฮป) ∝ D (diameter of objective)
Length of tube L = fโ + fโ = 100 + 5 = 105 cm
Large aperture (diameter) → more light gathering power → brighter image + higher resolving power
m = (L/fโ) × (D/fโ + 1)
Usually L ≈ 16–18 cm (take 17 cm)
m ≈ (17/0.8) × (25/2.5 + 1) = 21.25 × 11 = approximately 234
2. No spherical aberration if parabolic mirror is used
3. Large aperture possible → higher resolving power and brighter image
To get large magnification, fโ should be small.
Works on principle of total internal reflection in optical fibres.
One bundle carries light inside, another bundle brings reflected image out.
Chapter 10: Wave Optics
2. Sources should be monochromatic or of same wavelength.
Destructive: Dark fringe → path difference = (2n–1)ฮป/2
ฮฒ = (600×10⁻⁹ × 1.5) / (0.3×10⁻³) = 3×10⁻³ m = 3 mm
n = 3 → x₃ = 3 × 600×10⁻⁹ × 2 / (1×10⁻³) = 3.6×10⁻³ m = 3.6 mm
(i) ฮป becomes 2ฮป → ฮฒ becomes double
(ii) In water → ฮฒ becomes ฮฒ/(4/3) = (3/4) times
Few coloured fringes on both sides, then uniform illumination (because different wavelengths produce overlapping fringes).
Number of fringes shifted = shift / ฮฒ = (ฮผ–1)t / ฮป
= (1.5–1)×3×10⁻⁶ / 600×10⁻⁹ = 0.5×10⁻⁶ / 600×10⁻⁹ = 5 fringes
Incoherent sources → phase difference changes randomly → fringes disappear.
D increases → fringe width increases (directly proportional to D)
But if source is far or lens is used → plane wavefront → fringes are straight.
Example: We can hear sound even when the speaker is behind a wall (sound diffracts), but cannot see it clearly (light diffracts very little due to small ฮป).
Occurs when ฮธ = 0 → sinฮธ = 0 → central bright fringe
a sinฮธ = ฮป (a = slit width)
→ sinฮธ = ฮป/a (first dark fringe on either side)
sinฮธ ≈ ฮธ (small angle)
ฮธ = ฮป/a = 600×10⁻⁹ / 0.2×10⁻³ = 3×10⁻³ rad
ฮธ ≈ 0.172°
Depends on:
1. Wavelength ฮป (directly proportional)
2. Slit width a (inversely proportional)
If a becomes 2a → width becomes half
ฮป of light ≈ 500 nm → very small → wide slit (mm) → no noticeable diffraction.
ฮป of sound ≈ metres → comparable to door size → diffraction easily observed.
(Complete destructive interference between half portions of the slit)
| Fresnel | Fraunhofer |
| Source & screen at finite distance | Source & screen at infinity |
| Curved wavefronts | Plane wavefronts |
| No lens required | Lenses used |
Width of central maximum ∝ ฮป
→ Central maximum becomes narrower
→ Fringes become closer
Chapter 11: Dual Nature of Radiation and Matter
(ii) Stopping potential (V₀): Minimum negative potential given to collector to stop fastest photoelectron.
(iii) Work function (ฯ): Minimum energy required to eject an electron from metal surface. ฯ = hฮฝ₀
hฮฝ = Incident photon energy
ฯ = Work function
Kโโโ = ½ mvโโโ² = Maximum kinetic energy of photoelectron
Also, eV₀ = hฮฝ – ฯ → eV₀ = h(ฮฝ – ฮฝ₀)
(ii) ฮป₀ = c/ฮฝ₀ = 3×10⁸ / 5.16×10¹⁴ ≈ 581 nm
2. Photoelectric emission is instantaneous
3. Maximum KE of photoelectrons depends only on frequency, not intensity
4. Intensity affects only number of electrons, not their KE
eV₀ = h(ฮฝ – ฮฝ₀) → 2 eV = h(1.5ฮฝ₀ – ฮฝ₀) = h(0.5ฮฝ₀)
hฮฝ₀ = ฯ → ฯ = 2 / 0.5 = 4 eV
(ii) I vs Intensity → straight line passing through origin (saturation current ∝ intensity)
(1 eV = 1.6×10⁻¹⁹ J, but directly in eV: Kโโโ = V₀ in volts)
Kโโโ = hc/ฮป – hc/ฮป₀ = hc (1/400 – 1/500) × 10⁹
= 1240 eV·nm (1/400 – 1/500) = 1240 (0.0025 – 0.002) = 1240 × 0.0005 = 0.62 eV
He proposed that light consists of discrete packets of energy called photons.
de-Broglie wavelength: ฮป = h/p = h/(mv)
h = Planck’s constant = 6.626 × 10⁻³⁴ J s
p = √(2mE) → ฮป = h/√(2m eV)
ฮป = 1.227 / √V nm = 1.227 / √100 = 0.1227 nm (or 1.227 ร )
KE same → ฮป ∝ 1/√m
mโ < mโ → electron has greater de-Broglie wavelength
For photon: ฮป = h/p → p = h/ฮป (same p)
KEโ = pc = (h/ฮป)c
KEโ = (h/ฮป)² / (2mโ) → KEโ >> KEโ
Performed by Clinton Davisson and Lester Germer
They observed diffraction pattern when electrons were scattered from nickel crystal → proved wave nature of electrons.
ฮป = 0.286 / √0.025 = 0.286 / 0.158 ≈ 1.81 ร
(Comparable to interatomic spacing → used in neutron diffraction)
Even at 100 km/h (≈28 m/s), p = mv ≈ 4.48 kg m/s
ฮป = h/p ≈ 6.6×10⁻³⁴ / 4.48 ≈ 10⁻³⁴ m → negligible (macroscopic objects show no wave nature)
ฮป = 1.227 / √50 = 1.227 / 7.07 ≈ 0.1735 nm = 1.735 ร
(Matched with theoretical value → confirmed de-Broglie hypothesis)
mโ = 4 mโ → ฮปโ/ฮปโ = √(mโ/mโ) = √(1/4) = 1:2
2. Magnification up to 10⁶ times
3. Can resolve atomic structure (viruses, DNA, etc.)
Chapter 12: Atoms
2. Angular momentum is quantised: mvr = n h/(2ฯ) (n = 1,2,3…)
3. When electron jumps from higher to lower orbit, it emits a photon: hฮฝ = E₂ – E₁
(ii) Eโ = –13.6 / n² eV
For ground state (n=1): r = 0.529 ร , E = –13.6 eV
v ∝ 1/n → v₂/v₁ = 1/2 = 1 : 2
E₃ = –13.6 / 3² = –13.6 / 9 = –1.51 eV
ฮป = 4/R = 4 / (1.097×10⁷) ≈ 486 nm (Balmer series, blue line)
mv² = kZe²/r
Angular momentum: mvr = nh/(2ฯ)
→ r = n² h²/(4ฯ² m k Ze²) → rโ ∝ n² → rโ = n² × 0.529 ร
PE = –27.2/n² eV
Total E = –13.6/n² eV
Ratio → KE : |PE| : |E| = 1 : 2 : 1
Energy released = 13.6 – 1.51 = 12.09 eV
Transition to n=1 → Lyman series (UV region)
Centripetal force = kZe²/r² = mv²/r
→ kZe²/r² = m [nh/(2ฯmr)]² / r
Solving → r ∝ n²
Wavelength range: 400 nm to 700 nm
First line (Hฮฑ) = 656.3 nm, Last line = 364.6 nm
Chapter 13: Nuclei
= 1.66054 × 10⁻²⁷ kg
Energy equivalent: 1 amu = 931.5 MeV (or ≈ 931 MeV)
A = Z + N → N = A – Z
R = R₀ A¹แ³ → Volume ∝ A
ฯ = 3m / (4ฯ R₀³) ≈ 2.3 × 10¹⁷ kg/m³ → nearly constant
R(Al) = 1.2 × 13¹แ³ ≈ 3.6 fm
R(Pb) = 1.2 × 208¹แ³ ≈ 7.1 fm
2. Short range (≈ 1–2 fm)
3. Charge independent (same between pp, nn, pn)
4. Non-central and spin dependent
R₂/R₁ = (A₂/A₁)¹แ³
R(Pb)/3 = (208/16)¹แ³ = 13¹แ³ ≈ 2.35
R(Pb) ≈ 7.05 fm
Ordinary matter density ≈ 10³ kg/m³
Nucleus is 10¹⁴ times denser because entire mass is concentrated in very small volume (10⁻¹⁵ m) while electrons occupy large space.
₂₆Fe⁵⁶ → Z = 26 protons, N = 56 – 26 = 30 neutrons
Isobars → same A, different Z → ₁₈Ar⁴⁰, ₂₀Ca⁴⁰
Isotones → same N → ₆C¹³ (N=7), ₇N¹⁴ (N=7)
Nucleus ≈ 10⁻⁵ times size of atom
Fission: ₉₂U²³⁵ + ₀n¹ → ₅₆Ba¹⁴¹ + ₃₆Kr⁹² + 3 ₀n¹ + energy
Fusion: ₁H² + ₁H² → ₂He⁴ + energy
Q = [Mass of reactants – Mass of products] c²
Q = (mแตข – m๐ป) × 931.5 MeV/amu
If Q > 0 → exothermic (energy released), Q < 0 → endothermic
Mass of products = 16.99913 + 1.00783 = 18.00696 u
ฮm = 18.00567 – 18.00696 = –0.00129 u
Q = –0.00129 × 931.5 ≈ –1.20 MeV (endothermic)
In fission: heavy nucleus (U-235) splits into medium mass nuclei → B.E./nucleon increases → energy released.
In fusion: light nuclei combine → B.E./nucleon increases → energy released.
2. Moderator (graphite/water) → slows down neutrons
3. Control rods (cadmium/boron) → absorb excess neutrons to control chain reaction
Controlled → used in nuclear reactor (k=1)
Uncontrolled → used in atom bomb (k>1, exponential growth)
Typical value per fission ≈ 200 MeV
Actual: 235.0439 + 1.0087 → 140.9139 + 91.9 + 3×1.0087 → ฮm ≈ 0.215 u → Q ≈ 200 MeV
(Nitrogen bombarded with ฮฑ-particle → Oxygen + Proton)
Below critical mass → neutrons escape → no explosion.
In bomb → two sub-critical masses are brought together rapidly → supercritical → explosion.
| Fission | Fusion |
| Heavy nucleus splits | Light nuclei combine |
| Used in reactors/bombs | Used in H-bomb/Sun |
| Neutrons initiate | High temp (10⁷ K) needed |
Chapter 14: Semiconductor Electronics
Examples: Silicon (Si), Germanium (Ge)
2. Lower reverse leakage current
3. Forms stable oxide (SiO₂) → useful in IC fabrication
Extrinsic → Doped, nโ ≠ nโ, low resistivity, conductivity increases
Intrinsic → depends only on temperature
Extrinsic → depends on doping level
Two types:
1. n-type (pentavalent: P, As, Sb)
2. p-type (trivalent: B, Al, Ga, In)
Four electrons form covalent bonds, fifth electron is loosely bound → donor level just below conduction band → electrons easily excited → majority carriers = electrons
Creates electron vacancy (hole) → acceptor level just above valence band → electrons from valence band jump to acceptor level → create holes → majority carriers = holes
n-type → donor level (E_d) just below conduction band
p-type → acceptor level (E_a) just above valence band
More electrons get energy to jump from valence to conduction band → number of charge carriers increases → resistivity decreases → conductivity increases.
Higher band gap → electrons need more thermal energy to jump → less leakage current at high temperature → device remains functional.
Examples: Silicon (Si), Germanium (Ge)
2. Lower reverse leakage current
3. Forms stable oxide (SiO₂) → useful in IC fabrication
Extrinsic → Doped, nโ ≠ nโ, low resistivity, conductivity increases
Intrinsic → depends only on temperature
Extrinsic → depends on doping level
Two types:
1. n-type (pentavalent: P, As, Sb)
2. p-type (trivalent: B, Al, Ga, In)
Four electrons form covalent bonds, fifth electron is loosely bound → donor level just below conduction band → electrons easily excited → majority carriers = electrons
Creates electron vacancy (hole) → acceptor level just above valence band → electrons from valence band jump to acceptor level → create holes → majority carriers = holes
n-type → donor level (E_d) just below conduction band
p-type → acceptor level (E_a) just above valence band
More electrons get energy to jump from valence to conduction band → number of charge carriers increases → resistivity decreases → conductivity increases.
Higher band gap → electrons need more thermal energy to jump → less leakage current at high temperature → device remains functional.
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