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WBB • Class XI • Physics • Ch 4
Estimated Time: 80 mins
Study Progress: In Progress

Work, Energy and Power

Welcome to Chapter 4 of the WBCHSE Class 11 Physics curriculum: Work, Energy and Power. In Newtonian mechanics, while Newtons laws formulate dynamics through vector relationships of force and acceleration, the work-energy formulation provides an exceptionally elegant scalar approach. Often, determining the detailed time-dependent acceleration of a complex mechanical system is mathematically intractable. However, by relating the work performed by forces to changes in kinetic and potential energy, we can deduce velocity, position, and mechanical equilibrium with striking clarity and simplicity. This chapter establishes the rigorous scalar product definition of work done by both constant and variable forces, develops the fundamental Work-Energy Theorem through calculus integration, and classifies forces into conservative and non-conservative types. It explores the potential energy stored in gravitational fields and elastic springs, verifies the conservation of mechanical energy in freely falling bodies and vertical circular motion, analyzes mechanical power, and formulates the momentum and kinetic energy balance in one-dimensional and two-dimensional collisions. Prepared strictly in compliance with the WBCHSE Class 11 syllabus and competitive entrance standards (WBJEE, JEE Main, NEET), this material delivers comprehensive theoretical derivations, free body diagrams, and fully solved numerical problems.

Why This Chapter Matters

The concepts of work, energy, and power transcend classical mechanics to form the overarching unifying principles of all modern physics and engineering. From hydroelectric power plant turbines and internal combustion engines to roller coaster track safety engineering and aerospace orbital mechanics, energy conservation governs every technological domain. In nuclear and particle physics, particle accelerators like CERNs Large Hadron Collider analyze subatomic collisions using relativistic energy-momentum conservation. In everyday electrical engineering, power transmission grids optimize energy delivery in kilowatt-hours. In competitive examinations, work-energy principles frequently provide rapid, shortcut solutions to multi-body problems where direct vector integration of Newtons second law would be exceedingly tedious.

Chapter Roadmap & Progression

1 Work Done by Constant & Variable Fo...
2 Kinetic Energy, Gravitational Poten...
3 Conservative vs Non-Conservative Fo...
4 Motion in a Vertical Circle (Loop-t...
5 Power & Energy Equivalents
6 Collisions in One and Two Dimension...

Complete Concept Guide (100% Curriculum Coverage)

Work Done by Constant & Variable Force, Scalar Product & Work-Energy Theorem

1. Scientific Definition of Work

In physics, work is said to be done by a force when the point of application of the force undergoes a displacement having a non-zero component along the direction of the force. If a constant force $\vec{F}$ acts on a body and displaces it by $\vec{s}$, the work done $W$ is mathematically defined as the scalar (dot) product of the force vector and displacement vector:

$$W = \vec{F} \cdot \vec{s} = F s \cos\theta$$

where $F = |\vec{F}|$, $s = |\vec{s}|$, and $\theta$ is the angle between the force and displacement vectors ($0 \le \theta \le \pi$).

In Cartesian component form, if $\vec{F} = F_x\hat{i} + F_y\hat{j} + F_z\hat{k}$ and $\vec{s} = \Delta x\hat{i} + \Delta y\hat{j} + \Delta z\hat{k}$:

$$W = F_x\Delta x + F_y\Delta y + F_z\Delta z$$
2. Sign of Work Done: Positive, Negative & Zero Work
  • Positive Work ($0 \le \theta < 90^\circ$, $\cos\theta > 0$): Force has a component along displacement. Example: Gravity acting on a falling body; an engine pulling a train forward.
  • Negative Work ($90^\circ < \theta \le 180^\circ$, $\cos\theta < 0$): Force opposes displacement. Example: Kinetic friction acting on a sliding crate ($W_f = -f_k s$); gravitational force when lifting a body upward ($W_g = -mgh$).
  • Zero Work ($W = 0$): Occurs under three distinct physical scenarios:
    1. Zero displacement ($s = 0$): Pushing against a rigid stationary wall ($W = 0$).
    2. Zero force ($F = 0$): A body moving with uniform velocity in deep space where net external force is zero.
    3. Perpendicular force and displacement ($\theta = 90^\circ$, $\cos 90^\circ = 0$): Centripetal force acting on a planet in circular orbit; normal reaction force on a body sliding across a horizontal table; a porter carrying a load on his head while walking horizontally ($W_g = mg \cdot s \cdot \cos 90^\circ = 0$).
3. Work Done by a Variable Force

In realistic scenarios, forces vary continuously with position (e.g., spring forces, gravitational forces, electrostatic forces). To compute the work done by a position-dependent force $\vec{F}(\vec{r})$ as the body moves from $\vec{r}_i$ to $\vec{r}_f$, we divide the continuous trajectory into infinitesimally small displacement elements $d\vec{r}$:

$$dW = \vec{F} \cdot d\vec{r} = F_x\,dx + F_y\,dy + F_z\,dz$$ $$W = \int_{\vec{r}_i}^{\vec{r}_f} \vec{F} \cdot d\vec{r} = \int_{x_i}^{x_f} F_x\,dx + \int_{y_i}^{y_f} F_y\,dy + \int_{z_i}^{z_f} F_z\,dz$$
Graphical Interpretation of Work:
On a Force-Displacement ($F-x$) graph, the total work done by the force between positions $x_1$ and $x_2$ is geometrically equal to the area under the $F-x$ curve bounded by the displacement axis. Regions where $F > 0$ yield positive work, whereas regions where $F < 0$ yield negative work.
4. Calculus Derivation of the Work-Energy Theorem for a Variable Force

The Work-Energy Theorem states: The net work done by all external forces acting on a body equals the net change in its kinetic energy.

Rigorous Mathematical Proof:

By definition, kinetic energy is $K = \frac{1}{2}mv^2$. Differentiating both sides with respect to time $t$:

$$\frac{dK}{dt} = \frac{d}{dt}\left(\frac{1}{2}mv^2\right) = \frac{1}{2}m\left(2v\frac{dv}{dt}\right) = m\frac{dv}{dt}v = m a v$$

From Newton's Second Law, $F = ma$. Furthermore, velocity is $v = \frac{dx}{dt}$. Substituting these yields:

$$\frac{dK}{dt} = F \left(\frac{dx}{dt}\right) \implies dK = F\,dx$$

Integrating from the initial state ($x = x_i, v = v_i, K = K_i$) to the final state ($x = x_f, v = v_f, K = K_f$):

$$\int_{K_i}^{K_f} dK = \int_{x_i}^{x_f} F\,dx$$ $$K_f - K_i = W_{\text{net}} \implies W_{\text{net}} = \Delta K = \frac{1}{2}mv_f^2 - \frac{1}{2}mv_i^2$$

This scalar theorem is universally valid in all inertial reference frames and holds regardless of whether the forces are constant or variable, conservative or non-conservative.

Kinetic Energy, Gravitational Potential Energy & Spring Elastic Potential Energy

1. Kinetic Energy ($K$)

Kinetic energy is the capacity of a material body to perform work by virtue of its state of motion. For a body of mass $m$ moving with speed $v$:

$$K = \frac{1}{2}mv^2$$
  • Scalar Nature: Kinetic energy is strictly a scalar quantity and is always non-negative ($K \ge 0$) for non-zero mass.
  • SI Unit: Joule ($\text{J} = \text{kg}\cdot\text{m}^2/\text{s}^2 = \text{N}\cdot\text{m}$). CGS unit: $\text{erg} = 10^{-7}\,\text{J}$.
  • Relation with Linear Momentum: Since $p = mv$, we have: $$K = \frac{(mv)^2}{2m} = \frac{p^2}{2m} \implies p = \sqrt{2mK}$$ This fundamental relation is widely tested in board exams. For two bodies of masses $m_1$ and $m_2$ having identical momentum, $K \propto 1/m$ (the lighter body has greater kinetic energy). If they have identical kinetic energy, $p \propto \sqrt{m}$ (the heavier body possesses greater momentum).
2. Gravitational Potential Energy

Potential energy ($U$) is the energy possessed by a body or system by virtue of its position, configuration, or spatial arrangement in a force field. It is defined exclusively for conservative forces as the negative of the work done by the conservative force in moving the body from a standard reference level to its current position:

$$\Delta U = U_f - U_i = -\int_{\vec{r}_i}^{\vec{r}_f} \vec{F}_c \cdot d\vec{r} = -W_c$$

For uniform gravitational field near Earth's surface (taking $U = 0$ at ground level $h = 0$):

$$W_g = \int_0^h (-mg\hat{j}) \cdot (dh\hat{j}) = -mgh \implies U(h) = -W_g = mgh$$
3. Elastic Potential Energy of a Stretched or Compressed Spring

Consider an ideal, massless spring attached horizontally to a rigid wall and a block of mass $m$ on a frictionless table. According to Hooke's Law, for small displacements $x$ from the unextended equilibrium position ($x = 0$), the restoring spring force $F_s$ is linearly proportional and opposite to displacement:

$$F_s = -kx$$

where $k$ is the spring constant (stiffness factor) with SI units $\text{N/m}$ and dimensions $[M^1 T^{-2}]$.

4. Derivation of Elastic Potential Energy ($U_s = \frac{1}{2}kx^2$)

The work done by an external agent $F_{\text{ext}} = +kx$ against the spring force to stretch the spring slowly from $x = 0$ to extension $x$ is stored as elastic potential energy:

$$U_s = W_{\text{ext}} = \int_0^x F_{\text{ext}}\,dx' = \int_0^x (kx')\,dx' = k\left[\frac{(x')^2}{2}\right]_0^x = \frac{1}{2}kx^2$$

Alternatively, using the conservative force definition $\Delta U = -W_s$:

$$W_s = \int_0^x (-kx')\,dx' = -\frac{1}{2}kx^2 \implies U_s = -W_s = \frac{1}{2}kx^2$$
  • The potential energy $U_s = \frac{1}{2}kx^2$ is strictly positive whether the spring is stretched ($x > 0$) or compressed ($x < 0$).
  • Work Done in Changing Extension from $x_1$ to $x_2$: $$W_{\text{spring}} = -\Delta U_s = \frac{1}{2}k x_1^2 - \frac{1}{2}k x_2^2$$ $$W_{\text{ext}} = \Delta U_s = \frac{1}{2}k (x_2^2 - x_1^2)$$

Conservative vs Non-Conservative Forces & Conservation of Mechanical Energy

1. Conservative vs Non-Conservative Forces
Property Conservative Forces Non-Conservative Forces
Path Dependence Work done depends only on initial and final positions, independent of the path taken. Work done depends explicitly on the specific trajectory/path length.
Closed Loop Work Work done over any closed round trip is strictly zero: $\oint \vec{F} \cdot d\vec{r} = 0$. Work done over a closed loop is non-zero: $\oint \vec{F} \cdot d\vec{r} \neq 0$ (energy dissipated as heat).
Potential Energy A potential energy function $U$ can be uniquely defined: $\vec{F} = -\vec{\nabla} U$ ($F = -dU/dx$). No potential energy function exists.
Classical Examples Gravitational force, Electrostatic force, Elastic spring force, Magnetic force. Kinetic friction, Viscous drag in fluids, Air resistance, Tension.
2. Principle of Conservation of Mechanical Energy
Principle:
If only conservative forces perform work on an isolated mechanical system, the total mechanical energy (sum of kinetic energy and potential energy) remains constant throughout the motion: $$E = K + U = \text{constant} \implies K_i + U_i = K_f + U_f \implies \Delta K + \Delta U = 0$$

If non-conservative forces (like friction $f_k$) perform work $W_{\text{nc}}$, the generalized work-energy relation becomes:

$$W_{\text{nc}} = \Delta E = (K_f + U_f) - (K_i + U_i)$$
3. Analytical Proof of Conservation of Mechanical Energy for a Freely Falling Body

Consider a body of mass $m$ released from rest from a height $h$ above the ground under gravity ($g$). We evaluate the total mechanical energy $E = K + U$ at three benchmark elevations:

  1. At Position A (Initial point at height $h$):

    Speed $v_A = 0 \implies K_A = 0$. Potential energy $U_A = mgh$.

    $$E_A = K_A + U_A = 0 + mgh = mgh \quad \text{--- (1)}$$
  2. At Position B (Intermediate point after falling distance $x$, at height $h - x$):

    Using third equation of kinematics $v_B^2 = u^2 + 2gx = 0 + 2gx = 2gx$.

    Kinetic energy: $K_B = \frac{1}{2}m v_B^2 = \frac{1}{2}m(2gx) = mgx$.

    Potential energy: $U_B = mg(h - x) = mgh - mgx$.

    $$E_B = K_B + U_B = mgx + (mgh - mgx) = mgh \quad \text{--- (2)}$$
  3. At Position C (Just before striking the ground, height $= 0$):

    Falling total distance $h$: $v_C^2 = 0 + 2gh = 2gh$.

    Kinetic energy: $K_C = \frac{1}{2}m v_C^2 = \frac{1}{2}m(2gh) = mgh$.

    Potential energy: $U_C = mg(0) = 0$.

    $$E_C = K_C + U_C = mgh + 0 = mgh \quad \text{--- (3)}$$

Comparing (1), (2), and (3):

$$E_A = E_B = E_C = mgh = \text{constant}$$

As the body falls, potential energy continuously transforms into kinetic energy, while the total mechanical energy remains strictly conserved at every instant.

Motion in a Vertical Circle (Loop-the-Loop Dynamics & String Tension)

1. Dynamics of Vertical Circular Motion

Motion in a vertical circle under gravity is an archetype of non-uniform circular motion because the tangential component of gravity causes the speed $v$ to vary continuously with height.

Let a small body of mass $m$ tied to an inextensible light string of length $R$ be projected horizontally with velocity $u$ at the lowest point $L$. Let $v$ be its speed when the string makes an angle $\theta$ with the downward vertical.

Height ascended above the lowest point:

$$h = R - R\cos\theta = R(1 - \cos\theta)$$

Applying the Law of Conservation of Mechanical Energy between lowest point $L$ and position $\theta$:

$$\frac{1}{2}mu^2 = \frac{1}{2}mv^2 + mgh = \frac{1}{2}mv^2 + mgR(1 - \cos\theta)$$ $$v^2 = u^2 - 2gR(1 - \cos\theta) \quad \text{--- (Eq. 1)}$$
2. Derivation of String Tension at Angle $\theta$

At position $\theta$, the forces acting on the mass are:

  • String tension $T$ directed radially inward toward the center $O$.
  • Gravitational force $mg$ directed vertically downward. The component along the string away from the center is $mg\cos\theta$.

The net radial force provides the necessary centripetal acceleration:

$$T - mg\cos\theta = \frac{mv^2}{R} \implies T = \frac{mv^2}{R} + mg\cos\theta$$

Substituting $v^2$ from (Eq. 1):

$$T = \frac{m}{R}\left[u^2 - 2gR(1 - \cos\theta)\right] + mg\cos\theta$$ $$T = \frac{m u^2}{R} - 2mg + 3mg\cos\theta \quad \text{--- (Eq. 2)}$$
3. Condition for Looping the Loop (Critical Speeds)

For the body to execute complete vertical circles without the string slacking, the tension must remain non-negative everywhere, especially at the highest point $H$ where $\theta = 180^\circ$ ($\cos 180^\circ = -1$):

$$T_H = \frac{m v_H^2}{R} - mg \ge 0 \implies \frac{m v_H^2}{R} \ge mg$$
Critical Speed at Highest Point ($v_H$):
$$v_H \ge \sqrt{gR} \implies v_{\text{top, min}} = \sqrt{gR}$$

To find the minimum projection velocity $u$ at the lowest point $L$ ($ heta = 0^\circ, h = 2R$), substitute $v_H^2 = gR$ into energy conservation:

$$\frac{1}{2}m u^2 = \frac{1}{2}m v_H^2 + mg(2R) = \frac{1}{2}m(gR) + 2mgR = \frac{5}{2}mgR$$
Critical Velocity at Lowest Point ($u_L$):
$$u_L \ge \sqrt{5gR} \implies u_{\text{bottom, min}} = \sqrt{5gR}$$

At the horizontal position $M$ ($ heta = 90^\circ, h = R$):

$$v_M = \sqrt{u^2 - 2gR} = \sqrt{5gR - 2gR} = \sqrt{3gR}$$
4. Rigorous Proof: Tension Difference $\Delta T = 6mg$

At the lowest point $L$ ($ heta = 0^\circ, \cos 0^\circ = 1$):

$$T_L = \frac{m u^2}{R} + mg$$

At the highest point $H$ ($ heta = 180^\circ, \cos 180^\circ = -1$):

$$T_H = \frac{m v_H^2}{R} - mg$$

From energy conservation, $\frac{1}{2}mu^2 - \frac{1}{2}mv_H^2 = mg(2R) \implies u^2 - v_H^2 = 4gR$.

Subtracting $T_H$ from $T_L$:

$$T_L - T_H = \left(\frac{mu^2}{R} + mg\right) - \left(\frac{mv_H^2}{R} - mg\right) = \frac{m(u^2 - v_H^2)}{R} + 2mg$$ $$T_L - T_H = \frac{m(4gR)}{R} + 2mg = 4mg + 2mg = 6mg$$

The difference in string tension between the lowest and highest points of a vertical circle is always exactly six times the weight of the rotating body, independent of the radius $R$ or initial speed $u$ (provided the loop is completed).

Power & Energy Equivalents

1. Definition of Power

Power ($P$) is the rate at which work is done or energy is transformed per unit time. It is a scalar quantity measuring the rapidity of energy conversion.

  • Average Power ($P_{\text{avg}}$): $$P_{\text{avg}} = \frac{\Delta W}{\Delta t}$$
  • Instantaneous Power ($P$): The limiting value of average power as the time interval approaches zero: $$P = \lim_{\Delta t \to 0} \frac{\Delta W}{\Delta t} = \frac{dW}{dt}$$ Since $dW = \vec{F} \cdot d\vec{r}$, we obtain the fundamental vector product formulation: $$P = \frac{\vec{F} \cdot d\vec{r}}{dt} = \vec{F} \cdot \left(\frac{d\vec{r}}{dt}\right) = \vec{F} \cdot \vec{v} = F v \cos\theta$$ where $\vec{v}$ is the instantaneous velocity of the body, and $\theta$ is the angle between force $\vec{F}$ and velocity $\vec{v}$.
2. Units and Dimensions of Power
  • SI Unit: Watt ($\text{W}$). $1\,\text{W} = 1\,\text{Joule/second} = 1\,\text{kg}\cdot\text{m}^2\cdot\text{s}^{-3}$.
  • Larger Engineering Units:
    • $1\,\text{Kilowatt (kW)} = 10^3\,\text{W}$
    • $1\,\text{Megawatt (MW)} = 10^6\,\text{W}$
    • $1\,\text{Horsepower (hp)} = 746\,\text{Watts}$ (traditional British imperial engineering unit).
  • Dimensional Formula: $[M^1 L^2 T^{-3}]$.
3. Commercial Unit of Electrical Energy: Kilowatt-Hour (kWh)

Electrical utilities measure energy consumption in kilowatt-hours (kWh), commercially known as the Board of Trade Unit (B.O.T. unit). One kilowatt-hour is the total electrical energy consumed by an appliance of power $1\,\text{kW}$ operating continuously for 1 hour:

$$1\,\text{kWh} = (1\,\text{kW}) \times (1\,\text{hour}) = (1000\,\text{W}) \times (3600\,\text{s}) = 3.6 \times 10^6\,\text{Joules} = 3.6\,\text{MJ}$$

Important Trap: Kilowatt-hour (kWh) is a unit of Energy, not Power!

4. Mechanical Efficiency ($\eta$)

For any motor, machine, or water pump, energy is lost due to frictional dissipation and heating. The efficiency $\eta$ is defined as the dimensionless ratio of output power to input power:

$$\eta = \frac{P_{\text{output}}}{P_{\text{input}}} \times 100\% = \frac{W_{\text{useful}}}{W_{\text{total}}} \times 100\%$$

For a water pump lifting water of mass $m$ to height $h$ in time $t$:

$$P_{\text{output}} = \frac{mgh}{t} \implies P_{\text{input}} = \frac{P_{\text{output}}}{\eta} = \frac{mgh}{\eta t}$$

Collisions in One and Two Dimensions (Elastic & Inelastic)

1. Classification of Collisions

A collision is an intense physical interaction between two or more bodies occurring over a relatively small time interval, involving strong mutual forces compared to any external forces present.

Type of Collision Momentum Conserved? Kinetic Energy Conserved? Coefficient of Restitution ($e$)
Perfectly Elastic Yes (always) Yes ($K_f = K_i$) $e = 1$
Inelastic Yes (always) No ($K_f < K_i$, lost to heat/sound) $0 < e < 1$
Perfectly Inelastic Yes (always) Maximum KE lost (bodies stick together) $e = 0$
2. Coefficient of Restitution ($e$)

Newton defined the Coefficient of Restitution ($e$) as the ratio of the relative velocity of separation to the relative velocity of approach along the common normal (line of impact):

$$e = \frac{v_2 - v_1}{u_1 - u_2} = \frac{\text{Relative velocity of separation}}{\text{Relative velocity of approach}}$$
3. One-Dimensional Perfectly Elastic Collision: Velocity Derivations

Consider two spherical bodies of masses $m_1$ and $m_2$ moving along a straight line with initial velocities $u_1$ and $u_2$ ($u_1 > u_2$). After head-on elastic collision, let their final velocities be $v_1$ and $v_2$.

1. Conservation of Linear Momentum:

$$m_1 u_1 + m_2 u_2 = m_1 v_1 + m_2 v_2 \implies m_1(u_1 - v_1) = m_2(v_2 - u_2) \quad \text{--- (Eq. 1)}$$

2. Conservation of Kinetic Energy:

$$\frac{1}{2}m_1 u_1^2 + \frac{1}{2}m_2 u_2^2 = \frac{1}{2}m_1 v_1^2 + \frac{1}{2}m_2 v_2^2$$ $$m_1(u_1^2 - v_1^2) = m_2(v_2^2 - u_2^2)$$ $$m_1(u_1 - v_1)(u_1 + v_1) = m_2(v_2 - u_2)(v_2 + u_2) \quad \text{--- (Eq. 2)}$$

Dividing (Eq. 2) by (Eq. 1):

$$u_1 + v_1 = v_2 + u_2 \implies u_1 - u_2 = v_2 - v_1$$

In a 1D elastic collision, the relative velocity of approach equals the relative velocity of separation ($e = 1$).

Solving for final velocities $v_1$ and $v_2$ yields the classical collision formulas:

Final Velocities in 1D Elastic Collision:
$$v_1 = \left(\frac{m_1 - m_2}{m_1 + m_2}\right)u_1 + \left(\frac{2m_2}{m_1 + m_2}\right)u_2$$ $$v_2 = \left(\frac{2m_1}{m_1 + m_2}\right)u_1 + \left(\frac{m_2 - m_1}{m_1 + m_2}\right)u_2$$

Special Cases:

  • Equal Masses ($m_1 = m_2 = m$): $$v_1 = u_2, \quad v_2 = u_1$$ *Bodies exchange velocities completely upon collision!* If target mass $m_2$ was at rest ($u_2 = 0$), $m_1$ comes to a dead stop ($v_1 = 0$) and $m_2$ moves off with initial speed $u_1$ (100% kinetic energy transfer, as observed in Newtons Cradle).
  • Target initially at rest ($u_2 = 0$) and $m_1 \ll m_2$ (Light projectile hits massive wall): $$v_1 \approx -u_1, \quad v_2 \approx 0$$ The light body rebounds with virtually identical speed; massive target remains undisturbed.
  • Target initially at rest ($u_2 = 0$) and $m_1 \gg m_2$ (Massive truck hits light ball): $$v_1 \approx u_1, \quad v_2 \approx 2u_1$$ The massive projectile continues forward unabated; light target is propelled forward at double the projectile speed!
4. Perfectly Inelastic Collision: Kinetic Energy Loss

In a perfectly inelastic collision ($e = 0$), the colliding bodies coalesce into a single combined mass $(m_1 + m_2)$ moving with a common final velocity $V$:

$$m_1 u_1 + m_2 u_2 = (m_1 + m_2)V \implies V = \frac{m_1 u_1 + m_2 u_2}{m_1 + m_2}$$

Loss in kinetic energy during collision (dissipated as thermal, acoustic, and plastic deformation energy):

$$\Delta K = K_i - K_f = \left(\frac{1}{2}m_1 u_1^2 + \frac{1}{2}m_2 u_2^2\right) - \frac{1}{2}(m_1 + m_2)V^2$$ $$\Delta K = \frac{1}{2}\left(\frac{m_1 m_2}{m_1 + m_2}\right)(u_1 - u_2)^2$$

Since $(u_1 - u_2)^2 > 0$, $\Delta K$ is strictly positive, proving that kinetic energy is always lost in an inelastic collision.

Key Formulas, Laws & Physical Constants

Work Done & Work-Energy Theorem
$$W = \vec{F} \cdot \vec{s} = \int \vec{F} \cdot d\vec{r}, \quad W_{\text{net}} = \Delta K = \frac{1}{2}mv_f^2 - \frac{1}{2}mv_i^2$$
Potential Energy of an Ideal Spring & Hooke's Law
$$F_s = -kx, \quad U_s = \frac{1}{2}kx^2, \quad W_{\text{ext}} = \frac{1}{2}k(x_2^2 - x_1^2)$$
Conservation of Mechanical Energy
$$E = K + U = \text{constant} \implies \frac{1}{2}mv^2 + mgh = mgh_0$$
Vertical Circular Motion (Critical Values)
$$u_L \ge \sqrt{5gR}, \quad v_H \ge \sqrt{gR}, \quad T_L - T_H = 6mg$$
Instantaneous Power & Electrical Equivalent
$$P = \frac{dW}{dt} = \vec{F} \cdot \vec{v}, \quad 1\,\text{hp} = 746\,\text{W}, \quad 1\,\text{kWh} = 3.6 \times 10^6\,\text{J}$$
1D Elastic Collision Velocities & Restitution
$$v_1 = \left(\frac{m_1 - m_2}{m_1 + m_2}\right)u_1 + \left(\frac{2m_2}{m_1 + m_2}\right)u_2, \quad e = \frac{v_2 - v_1}{u_1 - u_2}$$

Conceptual Solved Examples & Case Studies

Example 1
A force F = (3x² + 2x) N acts on a body of mass 2 kg moving along the x-axis. Calculate the work done by the force in displacing the body from x = 1 m to x = 3 m.
Step-by-Step Solution:
Solution:
Given variable force: $F(x) = 3x^2 + 2x\,\text{N}$.
The work done by a variable force along a 1D path is obtained by definite integration: $$W = \int_{x_i}^{x_f} F(x)\,dx = \int_1^3 (3x^2 + 2x)\,dx$$ Evaluating the anti-derivative: $$\int (3x^2 + 2x)\,dx = 3\left(\frac{x^3}{3}\right) + 2\left(\frac{x^2}{2}\right) = x^3 + x^2$$ Applying the upper and lower limits: $$W = \left[x^3 + x^2\right]_1^3 = (3^3 + 3^2) - (1^3 + 1^2)$$ $$W = (27 + 9) - (1 + 1) = 36 - 2 = 34\,\text{J}$$
Answer: The total work done by the variable force is $34\,\text{Joules}$.
Example 2
A spring requires a force of 100 N to compress it by 5 cm from its natural equilibrium length. (a) Determine the spring constant k. (b) Find the elastic potential energy stored in the spring when compressed by 5 cm. (c) Calculate the additional work that must be done to compress it further by another 5 cm (to a total compression of 10 cm).
Step-by-Step Solution:
Solution:
(a) Spring Constant ($k$):
Given: Restoring magnitude $F = 100\,\text{N}$, compression $x_1 = 5\,\text{cm} = 0.05\,\text{m}$.
By Hooke's Law ($F = k x_1$): $$k = \frac{F}{x_1} = \frac{100}{0.05} = 2000\,\text{N/m}$$
(b) Stored Elastic Potential Energy ($U_1$):
$$U_1 = \frac{1}{2}k x_1^2 = \frac{1}{2} \times 2000 \times (0.05)^2 = 1000 \times 0.0025 = 2.5\,\text{J}$$
(c) Additional Work Done to Compress from 5 cm to 10 cm ($x_2 = 0.10\,\text{m}$):
Potential energy at $x_2 = 0.10\,\text{m}$: $$U_2 = \frac{1}{2}k x_2^2 = \frac{1}{2} \times 2000 \times (0.10)^2 = 1000 \times 0.01 = 10.0\,\text{J}$$ The additional work required is the change in potential energy: $$W_{\text{additional}} = U_2 - U_1 = 10.0\,\text{J} - 2.5\,\text{J} = 7.5\,\text{J}$$
Answer: (a) $k = 2000\,\text{N/m}$, (b) $U_1 = 2.5\,\text{J}$, (c) Additional work $= 7.5\,\text{J}$.
Example 3
An electric pump lifts 1200 kg of water from a well 20 m deep in 1 minute and ejects it with a speed of 10 m/s. Calculate: (a) The useful mechanical work done by the pump in 1 minute. (b) The output power of the pump in Watts and Horsepower. (Take g = 9.8 m/s²).
Step-by-Step Solution:
Solution:
Given: Mass of water $m = 1200\,\text{kg}$, depth $h = 20\,\text{m}$, time $t = 1\,\text{min} = 60\,\text{s}$, exit speed $v = 10\,\text{m/s}$, $g = 9.8\,\text{m/s}^2$.

(a) Useful Mechanical Work Done ($W$):
The pump does work against gravity to raise the water, plus work to impart kinetic energy to the ejected water: $$W = W_g + K = mgh + \frac{1}{2}mv^2$$ Gravitational work: $W_g = 1200 \times 9.8 \times 20 = 235,200\,\text{J}$.
Kinetic energy imparted: $K = \frac{1}{2} \times 1200 \times (10)^2 = 600 \times 100 = 60,000\,\text{J}$.
Total work: $$W = 235,200 + 60,000 = 295,200\,\text{J}$$
(b) Output Power:
In Watts: $$P = \frac{W}{t} = \frac{295,200}{60} = 4920\,\text{Watts} = 4.92\,\text{kW}$$ In Horsepower ($1\,\text{hp} = 746\,\text{W}$): $$P_{\text{hp}} = \frac{4920}{746} \approx 6.595\,\text{hp} \approx 6.6\,\text{hp}$$
Answer: (a) Useful work $= 295.2\,\text{kJ}$, (b) Output power $= 4920\,\text{W}$ ($6.6\,\text{hp}$).
Example 4
A body of mass m is dropped from rest from a height h above the ground. By evaluating the mechanical energy at (a) the initial point of release A, (b) an intermediate point B after falling a distance x, and (c) the point C just before touching the ground, rigorously prove the Law of Conservation of Mechanical Energy.
Step-by-Step Solution:
Solution:
Let a body of mass $m$ be dropped from rest from a height $h$ above the ground under gravity $g$. Neglect air resistance.

1. At Point A (Height $= h$, Speed $u = 0$):
Kinetic energy: $K_A = \frac{1}{2}m(0)^2 = 0$.
Potential energy (taking ground as zero reference level): $U_A = mgh$.
Total mechanical energy at A: $$E_A = K_A + U_A = 0 + mgh = mgh \quad \text{--- (1)}$$
2. At Point B (Fallen distance $x$, Height above ground $= h - x$):
Using kinematics equation $v_B^2 = u^2 + 2gx = 0 + 2gx = 2gx$.
Kinetic energy: $K_B = \frac{1}{2}m v_B^2 = \frac{1}{2}m(2gx) = mgx$.
Potential energy: $U_B = mg(h - x) = mgh - mgx$.
Total mechanical energy at B: $$E_B = K_B + U_B = mgx + (mgh - mgx) = mgh \quad \text{--- (2)}$$
3. At Point C (Just before hitting the ground, Height $= 0$, fallen distance $= h$):
Speed $v_C^2 = u^2 + 2gh = 0 + 2gh = 2gh$.
Kinetic energy: $K_C = \frac{1}{2}m v_C^2 = \frac{1}{2}m(2gh) = mgh$.
Potential energy: $U_C = mg(0) = 0$.
Total mechanical energy at C: $$E_C = K_C + U_C = mgh + 0 = mgh \quad \text{--- (3)}$$
Conclusion:
From equations (1), (2), and (3): $$E_A = E_B = E_C = mgh = \text{constant}$$ This proves analytically that the total mechanical energy of a freely falling body is conserved at every point along its trajectory.
Example 5
A body of mass 4 kg moving with a velocity of 10 m/s makes a head-on perfectly elastic collision with a stationary body of mass 2 kg. (a) Calculate the velocities of both bodies after the collision. (b) Determine the percentage of initial kinetic energy transferred from the 4 kg body to the 2 kg body.
Step-by-Step Solution:
Solution:
Given: Projectile mass $m_1 = 4\,\text{kg}$, initial velocity $u_1 = 10\,\text{m/s}$.
Target mass $m_2 = 2\,\text{kg}$, initial velocity $u_2 = 0$.

(a) Final Velocities after 1D Elastic Collision:
Using the derived velocity formulas: $$v_1 = \left(\frac{m_1 - m_2}{m_1 + m_2}\right)u_1 + \left(\frac{2m_2}{m_1 + m_2}\right)u_2$$ Since $u_2 = 0$: $$v_1 = \left(\frac{4 - 2}{4 + 2}\right)(10) = \left(\frac{2}{6}\right)(10) = \frac{10}{3}\,\text{m/s} \approx 3.33\,\text{m/s}$$ For the target mass $m_2$: $$v_2 = \left(\frac{2m_1}{m_1 + m_2}\right)u_1 + \left(\frac{m_2 - m_1}{m_1 + m_2}\right)u_2$$ $$v_2 = \left(\frac{2 \times 4}{4 + 2}\right)(10) = \left(\frac{8}{6}\right)(10) = \frac{40}{3}\,\text{m/s} \approx 13.33\,\text{m/s}$$
(b) Percentage of Kinetic Energy Transferred:
Initial kinetic energy of mass $m_1$: $$K_{1i} = \frac{1}{2}m_1 u_1^2 = \frac{1}{2} \times 4 \times (10)^2 = 200\,\text{J}$$ Final kinetic energy gained by mass $m_2$: $$K_{2f} = \frac{1}{2}m_2 v_2^2 = \frac{1}{2} \times 2 \times \left(\frac{40}{3}\right)^2 = \frac{1600}{9} \approx 177.78\,\text{J}$$ Fraction of KE transferred: $$\text{Fraction} = \frac{K_{2f}}{K_{1i}} = \frac{1600/9}{200} = \frac{1600}{1800} = \frac{8}{9}$$ Percentage of KE transferred: $$\%\,\text{KE transferred} = \frac{8}{9} \times 100\% \approx 88.89\%$$
Answer: (a) $v_1 = \frac{10}{3}\,\text{m/s}$ ($3.33\,\text{m/s}$), $v_2 = \frac{40}{3}\,\text{m/s}$ ($13.33\,\text{m/s}$); (b) $88.89\%$ of initial kinetic energy is transferred.
Example 6
(a) A small stone of mass m tied to a light string of length R is whirled in a vertical circle. Derive expressions for the speed v and string tension T when the string makes an angle theta with the downward vertical.\n(b) From these expressions, establish the minimum critical speeds at the highest point and the lowest point required to complete the loop without slacking.\n(c) Prove that the difference in tension between the lowest and highest points is 6mg, independent of the radius of the circle or projection speed.
Step-by-Step Solution:
Solution:
(a) Derivations for Speed $v$ and Tension $T$ at Angle $\theta$:
Let the stone be projected horizontally at the lowest point $L$ with initial speed $u$.
When the string makes an angle $\theta$ with the downward vertical, the vertical height gained is: $$h = R - R\cos\theta = R(1 - \cos\theta)$$ By Conservation of Mechanical Energy (taking $U = 0$ at the lowest point): $$E_L = E_\theta \implies \frac{1}{2}m u^2 = \frac{1}{2}m v^2 + mgh$$ $$\frac{1}{2}m u^2 = \frac{1}{2}m v^2 + mgR(1 - \cos\theta)$$ $$v^2 = u^2 - 2gR(1 - \cos\theta) \quad \text{--- (1)}$$ At angle $\theta$, the forces along the string are Tension $T$ (toward center) and the component of weight $mg\cos\theta$ (away from center). The net radial force supplies the centripetal acceleration: $$T - mg\cos\theta = \frac{mv^2}{R} \implies T = \frac{mv^2}{R} + mg\cos\theta$$ Substituting $v^2$ from equation (1): $$T = \frac{m}{R}\left[u^2 - 2gR(1 - \cos\theta)\right] + mg\cos\theta$$ $$T = \frac{m u^2}{R} - 2mg + 3mg\cos\theta \quad \text{--- (2)}$$
(b) Critical Speeds for Looping the Loop:
To loop the loop without slacking, tension must remain non-negative even at the highest point $H$ ($ heta = 180^\circ, \cos 180^\circ = -1$): $$T_H = \frac{m v_H^2}{R} - mg \ge 0 \implies v_H^2 \ge gR \implies v_{H,\min} = \sqrt{gR}$$ To find the minimum speed $u_{\min}$ at the lowest point ($h = 2R$), substitute $v_H^2 = gR$ into energy conservation: $$\frac{1}{2}m u_{\min}^2 = \frac{1}{2}m v_H^2 + mg(2R) = \frac{1}{2}mgR + 2mgR = \frac{5}{2}mgR$$ $$u_{\min} = \sqrt{5gR}$$
(c) Proof that $T_L - T_H = 6mg$:
At the lowest point $L$ ($ heta = 0^\circ, \cos 0^\circ = 1$): $$T_L = \frac{m u^2}{R} + mg \quad \text{--- (3)}$$ At the highest point $H$ ($ heta = 180^\circ, \cos 180^\circ = -1$): $$T_H = \frac{m v_H^2}{R} - mg \quad \text{--- (4)}$$ Subtracting (4) from (3): $$T_L - T_H = \left(\frac{m u^2}{R} + mg\right) - \left(\frac{m v_H^2}{R} - mg\right) = \frac{m(u^2 - v_H^2)}{R} + 2mg$$ From energy conservation between bottom and top: $$\frac{1}{2}mu^2 - \frac{1}{2}mv_H^2 = mg(2R) \implies u^2 - v_H^2 = 4gR$$ Substituting this into the tension difference equation: $$T_L - T_H = \frac{m(4gR)}{R} + 2mg = 4mg + 2mg = 6mg$$ Hence proved: The tension difference $T_L - T_H = 6mg$ is an invariant constant equal to six times the weight of the rotating particle.

Common Misconceptions & Examiner Traps

Common Misconception

Assuming that Work Done is always zero when a body moves in a closed loop

Scientific Reality & Correction

The work done in a closed loop is zero ONLY for conservative forces (like gravity or electrostatic forces: ∮ F_c · dr = 0). For non-conservative forces like friction, work done over a closed loop is strictly negative (∮ f_k · ds < 0), meaning energy is dissipated as heat.

Common Misconception

Applying Conservation of Mechanical Energy when non-conservative forces are present

Scientific Reality & Correction

Mechanical energy (K + U) is conserved ONLY when all non-conservative forces do zero net work. If friction or air resistance is present, mechanical energy decreases (W_nc = ΔE). However, the Work-Energy Theorem (W_total = ΔK) is ALWAYS valid, regardless of whether forces are conservative or non-conservative.

Common Misconception

Confusing Kilowatt-hour (kWh) as a unit of Power instead of Energy

Scientific Reality & Correction

The presence of "watt" leads students to confuse kilowatt-hour with power. Power multiplied by time (kW × h) yields Work/Energy. 1 kWh = (1000 J/s) × (3600 s) = 3.6 × 10^6 J = 3.6 MJ.

Common Misconception

Believing Kinetic Energy is conserved in all types of collisions

Scientific Reality & Correction

Total linear momentum is conserved in ALL collisions (elastic, inelastic, perfectly inelastic) provided external forces are zero. However, Kinetic Energy is conserved ONLY in perfectly elastic collisions (e = 1). In inelastic collisions, kinetic energy is converted into heat, sound, and plastic deformation.

Common Misconception

Assuming Normal Reaction Force never does any work

Scientific Reality & Correction

Normal reaction does zero work only when the contact surface is stationary and perpendicular to displacement. If the surface itself moves (such as an accelerating elevator or a moving wedge), the normal reaction force can perform non-zero work.

Work, Energy and Power: Core Principles, Spring Mechanics & Collision Dynamics Concept Map

Work, Energy & Power: Core Principles & Dynamics WBCHSE Class 11 Physics • Chapter 4 Concept Map WBCHSE Class XI 1. Work & Work-Energy Theorem • Constant Force: W = F·s·cosθ = F⃗ · s⃗ • Variable Force: W = ∫ F⃗ · dr⃗ • Work-Energy Theorem: W_net = ΔK = K_f - K_i • Area under F-x curve = Work Done 2. Potential Energy & Spring Mechanics • Gravitational PE: U = mgh • Hooke's Law: F_s = -kx (Restoring force) • Elastic PE of Spring: U_s = ½kx² • Conservative Force criterion: F = -dU/dx 3. Conservation of Energy & Vertical Circle • Mechanical Energy Conservation: E = K + U = const • Freely Falling Body: E = mgh at all elevations • Looping the Loop critical conditions: v_top ≥ √(gR), u_bottom ≥ √(5gR), ΔT = 6mg 4. Power & Collision Dynamics • Instantaneous Power: P = dW/dt = F⃗ · v⃗ • 1 Horsepower (hp) = 746 W, 1 kWh = 3.6 MJ • Elastic Collision: Momentum & KE both conserved • Restitution Coefficient: e = (v₂ - v₁)/(u₁ - u₂) Conservative Field: ∮ F⃗ · dr⃗ = 0 | Perfect Inelastic: e = 0 | Power Dim: [ML²T⁻³]

Chapter Summary & 10 Key Takeaways

Takeaway 1
Work as scalar product (W = F · s = ∫ F · dr), Work-Energy Theorem (W_net = ΔK), Conservative vs Non-conservative forces, Potential energy (U = mgh, U = 0.5 k x²), Conservation of Mechanical Energy (E = K + U = constant), Vertical Circular Motion dynamics (v_top ≥ √(gR), u_bottom ≥ √(5gR), ΔT = 6mg), Power (P = dW/dt = F · v, 1 hp = 746 W, 1 kWh = 3.6 MJ), and Collision Mechanics (1D elastic collision velocity interchange, restitution coefficient e, and inelastic energy loss).
Takeaway 2
In WBCHSE examinations, 3 to 5 mark derivation questions are frequently set on: (1) Work-Energy Theorem for variable force, (2) Conservation of mechanical energy for a freely falling body, (3) Minimum velocity and 6mg tension difference in vertical circular motion, and (4) Velocity formulas and kinetic energy exchange in 1D elastic collisions. Always state vector dot products and signs carefully.

Check Your Understanding (Diagnostic Practice Questions)

Diagnostic questions testing core conceptual clarity. Answers are hidden initially — solve each problem first, then click to reveal the step-by-step verified solution.

1
A 2 kg block slides down an inclined plane of length 10 m and height 6 m. If it starts from rest and reaches the bottom with a speed of 8 m/s, calculate the work done against friction. (g = 10 m/s²).
Reveal Answer & Explanation
Answer:
Apply the work-energy relation: Loss in PE = Gain in KE + Work done against friction.
2
A particle of mass m is whirled in a vertical circle of radius R. If its speed at the lowest point is sqrt(7gR), find its speed and the string tension at the highest point.
Reveal Answer & Explanation
Answer:
Use v_H^2 = u^2 - 4gR and T_H = m(v_H^2)/R - mg.
3
If the linear momentum of a body increases by 50%, find the percentage increase in its kinetic energy.
Reveal Answer & Explanation
Answer:
Since K is proportional to p^2, K_2 / K_1 = (p_2 / p_1)^2 = (1.5)^2 = 2.25.
4
An engine pumps water continuously through a hose with cross-sectional area A and speed v. What is the rate at which kinetic energy is imparted to the water by the engine?
Reveal Answer & Explanation
Answer:
Note that mass flow rate is proportional to v, so kinetic energy rate is proportional to v * v^2 = v^3.
5
A ball dropped from a height h onto a hard floor rebounds to a height of h/4. Find the coefficient of restitution e between the ball and the floor.
Reveal Answer & Explanation
Answer:
General formula: h_rebound = e^2 * h_initial => e = sqrt(h_rebound / h_initial).
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