PART 66 MODULE 2 PHYSICS NOTES

Nature of Matter and SI Units

  • Physics relevance: Understanding physics is essential for aircraft operation and design; many principles extend beyond exams to practical aerospace contexts.

  • Matter definition: Anything that occupies space and has mass.

  • Energy: The ability to do work; energy can be transformed but not created/destroyed (Law of Conservation).

  • States of matter: Solid, liquid, gas. Changes between states involve energy transfer.

  • SI Units (base quantities):

    • Length: metre (m)

    • Mass: kilogram (kg)

    • Time: second (s)

    • Temperature: kelvin (K) [historically Celsius and Fahrenheit used; SI uses K]

    • Electric current: ampere (A)

  • Derived units: formed from base units (e.g., speed m/s, force N = kg·m/s^2, energy J = N·m = kg·m^2/s^2).

  • Multiples and sub-multiples: used to avoid very large/small numbers in engineering practice.

  • Matter and energy link: Matter changes state; energy is required or released during phase changes.


Base and Derived SI Units (Overview)

  • Base units: m, kg, s, K, A. Other base quantities exist (e.g., luminous intensity, amount of substance), but the core five are highlighted here.

  • Derived units are built from base units (e.g.,:

    • Speed: v=msv = \frac{\text{m}}{\text{s}}

    • Acceleration: a=ms2a = \frac{\text{m}}{\text{s}^2}

    • Force: F=kg⋅m/s2=NF = \text{kg}\cdot\text{m}/\text{s}^2 = \text{N}

    • Energy: E=N⋅m=kg⋅m2/s2=JE = \text{N}\cdot \text{m} = \text{kg}\cdot\text{m}^2/\text{s}^2 = \text{J}

    • Power: P=Js=WP = \frac{\text{J}}{\text{s}} = \text{W}

  • Common constants/examples: gravitational acceleration on Earth ≈ g=9.81 m/s2g = 9.81\ \text{m}/\text{s}^2; standard density of water ≈ ρwater=1000 kg/m3\rho_{water} = 1000\ \text{kg/m}^3 at 4°C.


Matter and Energy

  • Matter: anything with mass occupying space; air, water, fuel, and aircraft structures are matter.

  • Energy: capacity to do work; can be stored (potential energy) or in motion (kinetic energy).

  • Law of Conservation of Matter: Matter cannot be created or destroyed; it can change in form/state.

  • Energy changes with state changes: burning coal converts solid to gas/volatile products, releasing heat energy.


Chemical Nature of Matter

  • Atoms: fundamental units of elements; composed of subatomic particles: protons (positive), neutrons (neutral) in nucleus; electrons (negative) orbiting nucleus.

  • Atomic number (Z): number of protons in nucleus; defines element identity.

  • Atomic mass (A): total number of nucleons (protons + neutrons).

  • Nucleus: positively charged; electrons circulate in electron shells (valence shells).

  • Valence shell and bonding:

    • Atoms bond to fill incomplete valence shells via sharing electrons (covalent bonds).

    • Elements with full valence shells behave as insulators; electrons are less free to move.

    • Conductors have incomplete valence shells; free electrons enable electric current.

  • Molecules: two or more atoms bonded chemically; properties of a molecule can differ from constituent atoms (e.g., H2O vs H2 and O2).

  • Water (H2O): formed by sharing electrons between O and H; valence shell considerations govern bonding behavior.

  • Mixtures vs compounds:

    • Mixtures: physically mixed, not chemically bonded; can be separated by physical means (filtration, evaporation).

    • Compounds: chemically bonded in fixed ratios; can only be separated by chemical reaction.


Physical Nature of Matter

  • Three main physical states: solid, liquid, gas.

  • General properties: density, compressibility, volume and shape characteristics, and inter-molecular forces (surface tension in liquids).

  • Solids: definite shape and volume; incompressible relative to gases; high rigidity.

  • Liquids: definite volume, assume container shape; incompressible with some surface tension; flow is governed by inter-murface bonding.

  • Gases: no definite shape/volume; compressible; behavior governed by inter-molecular forces and external conditions (P, V, T).


Forces: Scalar vs Vector; Triangles, Equilibria, and Resolution

  • Scalar vs Vector quantities:

    • Scalar: magnitude only (e.g., mass, time, temperature).

    • Vector: magnitude and direction (e.g., force, velocity).

  • Force representation: as a vector with magnitude and direction; line of action matters.

  • Triangle of Forces: vector addition by constructing a triangle, where the resultant is the third side; the equilibrant is the third side that balances the resultant.

  • Graphical method prerequisites:

    • All vectors must be of the same type (all forces, or all velocities).

    • Use a common scale; reference datum direction is essential.

  • Resultant vs Equilibrant:

    • Resultant is the vector sum of two or more forces.

    • Equilibrant is a single force equal in magnitude to the resultant but opposite in direction.

  • Resolution of forces: a single force can be resolved into two perpendicular components: F=(F<em>x)2+(F</em>y)2F = \sqrt{(F<em>x)^2 + (F</em>y)^2}; components: F<em>x=Fcos⁡θ,  F</em>y=Fsin⁡θF<em>x = F \cos\theta,\; F</em>y = F \sin\theta.

  • Coplanar forces: lines of action lie in a single plane; equilibrium implies concurrent lines of action; resultant and a couple can reduce non-concurrent coplanar forces to a single resultant plus a moment.

  • Effect of an applied force: a force causes translation or rotation and may alter speed/direction; Newton’s second law links force, mass, and acceleration: F=ma.F = m a.

  • Equilibrium: net force (and net moment) equals zero; see beam examples for balancing forces and moments.


Moments, Centre of Gravity, and Couples

  • Moment of a force: turning effect about a point; depends on magnitude, force direction, and perpendicular distance from pivot (moment arm) M=F×yM = F \times y where y is perpendicular distance from pivot to line of action.

  • Units: Newton-meters (Nm).

  • Clockwise vs anti-clockwise moments: balance requires total clockwise moments equal total anticlockwise moments.

  • Beam examples illustrate balancing moments and vertical reactions at supports.

  • Couples: two equal and opposite forces whose lines of action do not coincide; produces pure rotation with a moment equal to the product of force magnitude and separation distance: Moment of a couple=F⋅d\text{Moment of a couple} = F \cdot d.

  • Centre of Gravity (CG): point through which the total weight acts; balance about CG implies no net moment.

    • For a 3D body, CG is the point where the mass can be considered to act; for 2D lamina, CG is the centroid; for a rectangular lamina, it is at the intersection of diagonals.

    • In aircraft, CG is critical for weight and balance calculations to ensure stable flight characteristics.

  • Methods to locate CG: static methods (moments) and geometric properties (centroid of shapes).

  • Practical CG considerations in aviation: improper loading can cause nose- or tail-heavy aircraft and dangerous handling; frequent recalculation of CG is required after loading changes.


Stress, Strain, and Elasticity

  • Stress: internal force per unit area within a material; average quantity: σ=FA\sigma = \frac{F}{A}.

  • Strain: deformation relative to original size; \varepsilon = \frac{\Delta L}{L}\, (\text{dimensionless, often expressed as %}).

  • Five primary stress types:

    • Tension (tensile): pulls ends apart; eg. control cables.

    • Compression: squeezes together; eg. rivets under compression.

    • Torsion: twisting about the axis; diagonal tensile and perpendicular compressive stresses; eg. engine crankshaft.

    • Bending (flexural) stress: caused by a load at a distance; top surface often in tension, bottom in compression on a cantilever.

    • Shear: forces acting parallel to cross-section; eg. rivets, clevis bolts under load.

  • Elasticity and Hooke’s Law: within the proportional limit, strain is proportional to stress; ε=σE\varepsilon = \frac{\sigma}{E} where EE is Young’s modulus; Hooke’s law in its simple form: F=kxF = k x for a spring, with elastic potential energy U=12kx2U = \tfrac{1}{2} k x^2.

  • Stress–strain relationship: linear region in a stress–strain graph; slope gives Young’s modulus; beyond elastic limit, material yields and does not return to original length.

  • Significance: aircraft structures rely on elastic behavior to absorb loads without permanent deformation; misapplication leads to failure.


Kinematics (Linear, Angular) and Dynamics Overview

  • Linear motion basics ( datum-based): displacement, distance, speed, velocity, acceleration; variables x and t as standard symbols; velocity and acceleration are vector quantities.

  • Speed vs velocity: speed is magnitude only; velocity includes direction.

  • Equations of linear motion (uniform acceleration):

    • v=u+atv = u + a t

    • s=ut+12at2s = ut + \tfrac{1}{2} a t^2

    • v2=u2+2asv^2 = u^2 + 2 a s
      where uu = initial velocity, vv = final velocity, aa = acceleration, tt = time, ss = displacement.

  • Examples of linear motion in aviation context: acceleration from rest, deceleration under constant retardation, distance traveled under given acceleration.

  • Newton’s Laws (Overview from Module 3):

    • 1st Law (Inertia): a body at rest stays at rest and a body in motion stays in uniform motion unless acted upon by an external force.

    • 2nd Law: acceleration is proportional to the net external force and inversely proportional to mass: F=maF = m a.

    • 3rd Law: action–reaction pairs are equal and opposite.

  • Gravitational force: weight W=mgW = m g with g≈9.81 m/s2g \approx 9.81\ \text{m/s}^2 on Earth.

  • Rotational motion basics: angular velocity ω\omega (rad/s); linear velocity at a radius rr is v=rωv = r\omega; centripetal acceleration ac=v2r=rω2a_c = \frac{v^2}{r} = r\omega^2; centripetal force acts toward the center.

  • Angular velocity unit and conversion: 1 revolution per second = 2π2\pi rad/s; conversion between rpm and rad/s if needed.

  • Periodic and harmonic motion: pendulums and springs as classical examples; energy exchanges between kinetic and potential forms drive oscillations; period of a simple pendulum (small amplitude) T=2πLg.T = 2\pi\sqrt{\frac{L}{g}}.; for a spring–mass system, SHM is described by Hooke’s law and energy exchange; damping and resonance considerations.

  • Machines and Levers: mechanical advantage (MA) and velocity ratio (VR) concepts; levers (First, Second, Third Class) with appropriate geometries; MA relates load to effort via lever arms; VR relates input and output displacements/velocities.


Dynamics and Energy Concepts

  • Mass vs Weight: Weight is the gravitational force acting on a mass; mass is the intrinsic amount of matter; mass is constant across locations; weight depends on gravity: W=mgW = m g.

  • Work and Energy:

    • Work done by a force: W=FdW = F d (with displacement along force direction); unit: Joule (J).

    • Kinetic energy: K=12mv2K = \tfrac{1}{2} m v^2.

    • Potential energy (gravitational): U=mghU = m g h.

    • Conservation of energy: total mechanical energy (kinetic + potential) in a closed system remains constant in the absence of non-conservative forces (like friction).

  • Power and horsepower:

    • Power: P=dWdt=Fddt=ΔEΔtP = \frac{dW}{dt} = \frac{F d}{dt} = \frac{\Delta E}{\Delta t}

    • Unit: Watt (W) = Joule per second; 1 horsepower ≈ 746 W.

    • Brake horsepower (BHP) and shaft horsepower (SHP) definitions relate to engine torque and output at different stages; these are practical measures in aviation powerplants.

  • Energy forms: Electrical, chemical, heat, chemical, potential, kinetic, etc.; energy can be stored (e.g., springs, compressed fluids) or present as moving energy.

  • Heat and thermal processes: Heat is energy in transit due to temperature differences; three transfer modes: conduction, convection, radiation.

  • Internal energy and energy transfer: energy can transform from one form to another (e.g., chemical energy to kinetic or to heat via friction).


Fluid Dynamics

  • Fluids: liquids and gases; liquids are generally incompressible; gases compressible; viscosity is the internal friction resisting flow.

  • Buoyancy and Archimedes’ principle: when submerged, a body experiences an upward buoyant force equal to the weight of displaced fluid: F<em>b=ρ</em>fluidgVsubF<em>b = \rho</em>{fluid} g V_{sub}.

  • Density and specific gravity: ρ = m/V; relative density (specific gravity) RD = ρ/ρ_{water} (RD of water = 1); RD < 1 => floats; RD > 1 => sinks.

  • Hydrometry: A hydrometer measures relative density of liquids via floating level.

  • Streamline/laminar flow vs turbulence: laminar flow follows smooth paths; turbulence involves eddies; Venturi effect demonstrates Bernoulli’s principle in action.

  • Pressure concepts in fluids:

    • Static pressure PsP_s is pressure in a stationary fluid.

    • Dynamic pressure Pd=12ρv2P_d = \tfrac{1}{2} \rho v^2 depends on fluid velocity.

    • Total pressure P<em>t=P</em>s+PdP<em>t = P</em>s + P_d.

    • In flight, static and dynamic pressures relate to instrument readings (Pitot-static system).

  • Bernoulli’s principle: along a streamline, total mechanical energy per unit volume remains constant (for incompressible, non-viscous flow): P+12ρv2+ρgh=constantP + \tfrac{1}{2}\rho v^2 + \rho g h = \text{constant}.

  • Gas laws and engine cycles (brief): gas behavior under temperature/pressure changes drive engine cycles (Otto cycle for constant volume combustion; Brayton cycle for constant pressure combustion).

  • Expansion of fluids and gases with temperature: liquids expand volumetrically; gases follow gas laws with T and P changes.


Thermodynamics

  • Temperature and heat: temperature is a measure of kinetic energy; heat is energy in transit due to temperature differences; heat capacity and specific heat describe energy required to raise temperature.

  • Specific heat (c): energy required to raise 1 kg of substance by 1 K: c=ΔQmΔTc = \frac{\Delta Q}{m \Delta T}; units J/(kg·K).

  • Heat capacity (C): C=mcC = m c; for a given mass, the capacity to absorb heat is higher for substances with higher c.

  • Latent heat vs sensible heat:

    • Sensible heat: energy causing a temperature rise without phase change.

    • Latent heat: energy absorbed/released during phase changes (e.g., Fusion, Vaporization).

  • Phase changes: solid ↔ liquid (fusion), liquid ↔ gas (vaporization); latent heat associated with the phase transition at a constant temperature.

  • Expansion concepts: linear expansion (solids): ΔL=αL<em>0ΔT\Delta L = \alpha L<em>0 \Delta T; volumetric expansion for solids: ΔV=βV</em>0ΔT\Delta V = \beta V</em>0 \Delta T where β=3α\beta = 3\alpha; for liquids, expansion is volumetric; coefficients vary by material.

  • Gas laws recap:

    • Boyle’s Law: at constant temperature, P ∝ 1/V; P<em>1V</em>1=P<em>2V</em>2P<em>1 V</em>1 = P<em>2 V</em>2

    • Charles’ Law: at constant pressure, V ∝ T; VT=constant\frac{V}{T} = \text{constant} (T in Kelvin)

    • Combined Gas Law: PVT=constant\frac{P V}{T} = \text{constant} (ideal gas behavior).

  • Gas turbine cycles (overview): Brayton cycle (constant-pressure processes) for jet propulsion; Otto cycle (constant-volume combustion) for piston engines.

  • Heat of combustion: energy released as heat when fuel combusts; typically measured in MJ/kg or BTU/lb.


Optics and Fiber Optics

  • Light basics: light behaves as both particle and wave; speed in vacuum c ≈ 3×108 m/s3 \times 10^8\ m/s; refraction, reflection, dispersion.

  • Reflection: incidence angle equals reflection angle; normal line is perpendicular to reflecting surface.

  • Plane mirrors produce virtual, erect images of the same size as the object; curved mirrors (concave/convex) can form real or virtual images depending on object distance and focal length; focal length is distance from mirror to focus F.

  • Refraction: bending of light at boundary; Snell’s Law: n<em>1sin⁡θ</em>1=n<em>2sin⁡θ</em>2n<em>1 \sin \theta</em>1 = n<em>2 \sin \theta</em>2 where refractive index n is related to light speed: n=cvn = \frac{c}{v}.

  • Total internal reflection and critical angle: occurs when light attempts to move from higher to lower refractive index; critical angle θ<em>C=arcsin⁡(n</em>2n1)\theta<em>C = \arcsin\left(\frac{n</em>2}{n_1}\right); beyond it, refraction would require >90°, thus reflection occurs.

  • Lenses: convex and concave lenses; focal length depends on curvature; images can be real or virtual, erect or inverted.

  • Fibre optics: benefits over copper cables (bandwidth, EMI immunity, lighter, no sparks, safer in hazardous environments).

    • Core and cladding: total internal reflection confines light in core.

    • Attenuation (loss) is wavelength-dependent; typical optical wavelengths: 850 nm, 1300 nm, 1550 nm.

    • Transmitter types: LED, VCSEL, LASER; single-mode vs multimode fibers; bandwidth differences arise from modal dispersion.

    • Cable construction often includes buffer, aramid yarn, coating, buffering to protect fiber in deployment.

    • Applications include data communications and aircraft systems.


Wave Motion and Sound

  • Waves: disturbances that carry energy; light is electromagnetic wave; mechanical waves exist in solids, liquids, gases.

  • Plane vs spherical waves: sources create wavefronts that propagate energy; water waves and rope waves are common analogies.

  • Transverse vs longitudinal waves: transverse waves oscillate perpendicular to direction of travel (e.g., on a string); longitudinal waves oscillate parallel to travel (e.g., sound in air).

  • Wave properties: frequency (f, Hz), wavelength (\lambda), velocity (v); relation v=fλv = f \lambda.

  • Sound: a mechanical wave with speed ~340  m/s340\;\text{m/s} in air at room temperature; speed depends on temperature.

  • Sound intensity and loudness: intensity relates to amplitude; measured in decibels (dB).

  • Pitch: related to frequency; higher frequency means higher pitch.

  • Interference: constructive (amplitudes add) and destructive (cancel) interference; standing waves arise from interference of reflected waves with the incident wave; nodes and antinodes form in strings and air columns.

  • Doppler effect: change in observed frequency due to relative motion between source and observer; observed frequency increases when the source approaches and decreases when it recedes; general formula combines source and observer motions with ambient wave speed.

  • Resonance and damping: systems can be driven at their natural frequencies; resonance can lead to large oscillations and potential damage in aircraft components.

  • Human hearing and psychoacoustics (loudness, pitch, quality): loudness relates to amplitude and perception; pitch to frequency; quality to harmonic content, vibrato, attack/decay.


Gyroscopes and Dynamics of Rotating Systems

  • Gyroscope fundamentals: momentum-based devices with rigidity in space and precession; a spinning rotor tends to maintain orientation in space.

  • Rigidity in space: high angular momentum makes the spin axis resistant to external torques; apparent wander due to Earth’s rotation is a frame-of-reference effect.

  • Precession: external torque causes the spin axis to precess about a vertical axis; input axis and output axis define the geometry of precession.

  • Real wander/topple: friction and bearing torques cause non-ideal behavior that can mimic drift and topple in practice.

  • Gyroscope classifications:

    • Space (free) gyros: freedom to rotate about three axes with no external constraining torque.

    • Tied (displacement) gyros: externally controlled to maintain a specific orientation (e.g., Directional Gyro).

    • Earth (attitude) gyros: gravity constrains spin axis to earth-vertical.

    • Rate gyros: measure rate of turn about a particular axis; coupled with restraining springs.

    • Rate-integrating gyros: integrate turn rate; used in inertial navigation to stabilize platforms.

  • Applications: aircraft datums for pitch, roll, yaw; stabilization and navigation.


Friction and Tribology

  • Friction is the resistive force that opposes motion between contacting surfaces; wear occurs via surface interactions.

  • Tribology: study of friction, wear, and lubrication.

  • Surface geometry: real area of contact is much smaller than apparent area; friction depends on real contact area and material properties.

  • Coefficient of friction (µ): ratio of friction force to normal force; varies with surface pair and conditions; typical values: polished oil-metal surfaces < 0.1; glass on glass ≈ 0.4; rubber on concrete ≈ 1.0.

  • Static vs dynamic friction: static friction higher than dynamic friction; initiation of motion requires greater force than maintenance of motion.

  • Practical implications: design and operation consider friction, lubrication, and wear to minimize energy loss and component degradation.


Key Equations and Concepts (Selected Highlights)

  • Force and motion:

    • Newton’s Second Law: F=maF = ma

    • Centripetal: ac=v2r=rω2a_c = \frac{v^2}{r} = r\omega^2; centripetal force toward rotation center.

  • Energy and work:

    • Work: W=FdW = F d

    • Kinetic energy: K=12mv2K = \tfrac{1}{2} m v^2

    • Potential energy (gravitational): U=mghU = m g h

    • Power: P=WtP = \frac{W}{t} or P=ΔEΔtP = \frac{\Delta E}{\Delta t}; 1 W = 1 J/s; 1 hp ≈ 746 W.

  • Momentum and impulse:

    • Momentum: p=mvp = m v; impulse: J=Δp=mΔvJ = \Delta p = m \Delta v; impulse = force × time.

  • Pressure and buoyancy:

    • Pressure in fluids: static pressure Ps; dynamic pressure Pd = \tfrac{1}{2} \rho v^2; total pressure Pt = Ps + P_d.

    • Archimedes: buoyant force F<em>b=ρ</em>fluidgVsubF<em>b = \rho</em>{fluid} g V_{sub}.

  • Gas laws (overview):

    • Boyle’s Law: P<em>1V</em>1=P<em>2V</em>2P<em>1 V</em>1 = P<em>2 V</em>2 at constant T.

    • Charles’ Law: VT=constant\frac{V}{T} = \text{constant} at constant P.

    • General Gas Law: PV=nRTP V = n R T (Ideal Gas Law).

  • Bernoulli’s Principle (incompressible, inviscid flow): P+12ρv2+ρgh=constantP + \tfrac{1}{2}\rho v^2 + \rho g h = \text{constant}.

  • Refractive index and optics:

    • Refraction: n=cvn = \frac{c}{v}; Snell’s Law: n<em>1sin⁡θ</em>1=n<em>2sin⁡θ</em>2n<em>1 \sin\theta</em>1 = n<em>2 \sin\theta</em>2.

    • Critical angle: θ<em>C=arcsin⁡(n</em>2n1)\theta<em>C = \arcsin\left(\frac{n</em>2}{n_1}\right) for n1 > n2.

  • Wave motion:

    • Wave speed: v=fλv = f\lambda; frequency in Hz, wavelength in meters.

  • Harmonic motion and pendulums:

    • Pendulum period (small angle): T=2πLgT = 2\pi\sqrt{\frac{L}{g}}.

  • Elasticity and material properties:

    • Hooke’s Law for springs: F=kxF = kx; elasticity energy U=12kx2U = \tfrac{1}{2} k x^2.

    • Young’s modulus: E=σεE = \frac{\sigma}{\varepsilon} with σ=FA\sigma = \frac{F}{A} and ε=ΔLL\varepsilon = \frac{\Delta L}{L}.

  • Fluid mechanics and buoyancy are central to aerodynamics and engine cooling systems; Bernoulli’s principle and Venturi effects underpin many aircraft systems.


Quick Reference: Common Aviation-Relevant Concepts

  • CG and weight balance: CG must remain within manufacturer limits; incorrect loading affects stability and controllability.

  • Aircraft surfaces and materials: stress/strain behavior informs fatigue life and structural integrity under cyclic loading.

  • HVAC and engine cooling: convection and radiation govern heat transfer; conduction in fins is critical for air-cooled engines.

  • Flight instruments rely on pressure measurements (static and dynamic) to infer airspeed and altitude.

  • Gyroscopes underpin attitude indicators and directional gyros; precession and rigidity in space are key phenomena in inertial navigation.

  • Fibres optics in avionic data links offer high bandwidth with EMI immunity and safety in hazardous environments.

  • Wave and sound concepts inform cockpit communications, noise control, and acoustic design.


Relationships to Core Principles

  • The material emphasizes how foundational concepts interlink across domains: mechanics underpin flight dynamics; thermodynamics and energy transformations govern propulsion and heat management; fluids govern aerodynamics; optics and waves underpin sensors and communications.

  • Ethical and practical implications: safety-critical calculations (CG, stress, fatigue), reliability of devices (gyros, hydraulics), and safety-related design choices (materials, lubrication, insulation) rely on rigorous application of these physics principles.


Practice Questions (Representative Examples)

  • If a steel cable with cross-sectional area A is placed under a tensile load F, compute the tensile stress: σ=FA\sigma = \frac{F}{A}. Then compute strain given a measured extension ΔL: ε=ΔLL\varepsilon = \frac{\Delta L}{L}, and determine if the material is within its elastic limit using Young’s modulus.

  • A 1.5 kg mass is moving at 4 m/s. What is its momentum? How much impulse is needed to stop it in 0.2 s if the stopping force is constant?

  • A pivoted beam has reactions at the supports such that clockwise moments balance anti-clockwise moments. If a 125 N force acts 3 m from the pivot producing a clockwise moment, what force must act 2 m from the pivot to balance? (Use moment balancing: sum of clockwise moments = sum of anticlockwise moments.)

  • A pendulum of length 2.0 m swings with small amplitude. What is its period? (Use T=2πL/gT = 2\pi\sqrt{L/g} with g ≈ 9.81 m/s^2.)

  • In a Venturi tube, if the velocity doubles, how does static pressure change according to Bernoulli’s principle? (Explain qualitatively using P+12ρv2=extconstantP + \tfrac{1}{2} \rho v^2 = ext{constant}.)

  • For a gas with n moles at temperature T, what is the relation between P, V, and T? (Use PV=nRTP V = n R T and discuss implications of increasing temperature at constant volume vs constant pressure.)

Note: These notes condense the extensive content provided in the transcript into a structured study aid. They preserve essential definitions, relationships, and equations to support exam preparation and practical understanding of aircraft physics concepts.