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Engineering Foundations | Mechanics, Robotics, Electrical and Graphics

Semester 1 - Page 4: Engineering Foundations. A general first-year guide to mechanics, mechatronics and robotics, electrical/electronics, and engineering graphics. These modules may be taught in different semesters or separate courses. Use the numbered map to match your current scheme; this is not an official syllabus or a substitute for the full course textbook.

How to study: Draw the system, state assumptions, write the governing equation, substitute in consistent units and check the answer. Never replace a free-body diagram or circuit connection check with a memorized shortcut. This page has 30 core topic summaries, worked examples and answered topic-end exam questions.

Topic map

  1. Units, models and a reliable solution method
  2. Force systems, moments, couples and free-body diagrams
  3. Supports, beam reactions and equilibrium
  4. Dry friction, inclined planes, ladders and wedges
  5. Trusses, joints and sections
  6. Centroids and area moments of inertia
  7. Kinematics, kinetics, work and impulse
  8. Stress, strain, elastic constants and factor of safety
  9. Shear force and bending moment diagrams
  10. Thermodynamics, engines and refrigeration
  11. Fluids, hydraulic systems and flow equations
  12. Measurement, uncertainty, fits and tolerances
  13. Mechatronics, sensors and actuators
  14. Robot joints, degrees of freedom and kinematics
  15. Open-loop, feedback and PID control
  16. Circuit elements, Ohm's law and electrical energy
  17. Kirchhoff laws, series-parallel, nodal and mesh analysis
  18. Network theorems and star-delta conversion
  19. RC and RL transients
  20. Sinusoids, phasors, AC power and resonance
  21. Balanced three-phase systems
  22. Transformers and magnetic circuits
  23. DC machines, induction motors and synchronous speed
  24. Basic electronics, rectification and logic
  25. Electrical protection, earthing and battery backup
  26. Drawing conventions, scales and dimensions
  27. Orthographic projection: first angle and third angle
  28. Points, lines, planes and auxiliary views
  29. Solids, sections and surface development
  30. Isometric views, curves and CAD workflow

1. Units, models and a reliable solution method

An engineering model keeps the features that matter and states what is ignored. Use SI units before substitution: force in N, length in m, stress in Pa, energy in J and power in W. A rigid-body model ignores deformation; a particle model ignores size and rotation. Neither is suitable for every problem. Read the given data, draw the system, state assumptions, choose equations, solve with units and check signs or limiting cases. A negative reaction or current is information about your chosen direction, not automatically a wrong answer.

Worked example: 10 V across 2 kΩ gives I=10/2000=0.005 A=5 mA. P=VI=0.05 W=50 mW. Using 2 instead of 2000 would make the current 1000 times too large.
Exam question: Why must assumptions be written before a numerical solution?
Answer: They define where the equations apply. A weightless beam, ideal wire and frictionless joint each remove a physical effect; the answer is valid only for that model.

2. Force systems, moments, couples and free-body diagrams

A free-body diagram isolates one body and replaces contacts by external forces and moments. Resolve a force into components: Fx=F cos θ and Fy=F sin θ when θ is measured from positive x. The moment about a point is force times perpendicular distance, with a chosen rotational sign. Varignon's theorem allows the moment of a resultant to be found from its components. A couple is two equal opposite parallel forces separated by a distance; its net force is zero but its moment is not. Lami's theorem applies to three concurrent coplanar forces in equilibrium, not an arbitrary many-force system.

Worked example: A 100 N force at 30° above x has Fx=86.603 N and Fy=50 N. A perpendicular 50 N force with a 0.2 m lever arm has moment 10 N·m.
Exam question: How is a couple different from a single force?
Answer: A couple produces a pure moment with no resultant force. A single force normally produces both translation tendency and a moment that depends on the reference point.

3. Supports, beam reactions and equilibrium

For a planar rigid body, equilibrium requires ΣFx=0, ΣFy=0 and ΣM=0. An ideal pin can supply two force components but no reaction moment. A frictionless roller supplies a normal reaction; a fixed support supplies two forces and a moment. Replace a distributed load by its resultant at the load diagram's centroid when finding external reactions. Count unknowns, but also check geometry and stability before declaring a structure determinate. Equilibrium equations alone cannot solve a redundant support system without deformation information.

Worked example: A weightless 6 m simply supported beam has a 120 N downward point load 2 m from A. About A: RB×6=120×2, so RB=40 N. Vertical balance gives RA=80 N. About B: 80×6=120×4=480 N·m.
Exam question: Why take moments about a support?
Answer: Its reaction passes through that point and contributes zero moment, often leaving one unknown. That simplifies algebra without removing the reaction from force balance.
2 m4 m120 NRA = 80 NRB = 40 NAB
Weightless beam, pin at A, roller at B. The downward load is off-center, so the reactions are unequal. Drawings are schematic, not to scale.

4. Dry friction, inclined planes, ladders and wedges

Static friction adjusts to resist impending relative motion up to μsN. It is not always equal to μsN. Kinetic friction is commonly modelled as μkN during sliding. The normal force comes from the free-body diagram; it is not always mg. For a block on a simple incline with no other loads, N=mg cos θ and the downhill component is mg sin θ. At impending slide, tan θ=μs. For ladders and wedges, isolate each body, mark friction directions from the tendency to move and apply force and moment balance.

Worked example: A 10 kg block on a horizontal floor has N=98.1 N using g=9.81 m/s². For μs=0.3, limiting friction is 29.43 N. A 20 N horizontal pull is balanced by 20 N friction, so the block stays at rest.
Exam question: Is friction μN for a resting block?
Answer: Only at limiting equilibrium in the Coulomb model. Below impending slip, its magnitude is whatever balance requires, within the allowed range.

5. Trusses, joints and sections

An ideal plane truss has straight members joined by frictionless pins, with loads applied at joints. Neglect member self-weight or transfer it consistently to joints. Each member is a two-force member and carries axial tension or compression. At a joint use ΣFx=0 and ΣFy=0; start with at most two unknown member forces. A section cutting a few members uses all three planar equilibrium equations. For a simple stable plane truss, m+r=2j is a necessary counting condition for determinacy, not a universal proof of stability. Zero-force-member rules need unloaded joints and the appropriate geometry.

Worked example: Two identical bars meet at a top joint, each 45° to horizontal, carrying a 100 N downward load. 2F sin45°=100, so each bar carries 70.711 N compression to push upward at the joint.
Exam question: How do methods of joints and sections differ?
Answer: Joints solve local force balance, useful for many member forces. Sections expose selected members and use moment balance to find them directly.

6. Centroids and area moments of inertia

A centroid is a geometric weighted average; center of mass weights by mass. For composite areas, x̄=ΣAi xi/ΣAi and ȳ=ΣAi yi/ΣAi; holes are subtracted areas. The second moment of area measures distribution about an axis, with units m⁴, unlike mass moment of inertia in kg·m². A rectangle has centroidal Ix=bh³/12. The parallel-axis theorem is I=Ic+Ad² for parallel axes, with Ic about the centroid. For a planar area, the perpendicular-axis relation is J=Ix+Iy about intersecting perpendicular axes in its plane.

Worked example: A 0.1 m wide, 0.2 m high rectangle has area 0.02 m² and Ic=0.0000666667 m⁴. At its base, d=0.1 m, so I=Ic+0.02×0.1²=0.000266667 m⁴.
Exam question: Why must the centroidal axis be used in the parallel-axis formula?
Answer: The cross term vanishes about the centroid. Adding Ad² between arbitrary axes without a centroidal reference gives an incorrect result.

7. Kinematics, kinetics, work and impulse

Kinematics describes motion; kinetics relates it to forces. For constant acceleration, v=u+at, s=ut+at²/2 and v²=u²+2as. These forms do not apply unchanged to variable acceleration. Curved motion has tangential acceleration dv/dt and normal acceleration v²/r toward the center of curvature. Use ΣF=ma component-wise. Net work equals change in kinetic energy; impulse equals change in momentum. D'Alembert's method adds an inertia force -ma to express dynamic balance. Projectile formulas require negligible air drag and a specified gravitational model.

Worked example: From rest, a=2 m/s² for 3 s gives v=6 m/s and s=9 m. For a 5 kg particle, net force=10 N and kinetic-energy increase=90 J. Net force acting over 9 m does 90 J.
Exam question: When is momentum conserved?
Answer: For a chosen system when the net external impulse is zero or negligible over the interval. Internal forces alone do not establish that condition.

8. Stress, strain, elastic constants and factor of safety

Average axial stress is F/A; longitudinal strain is change in length divided by original length. In the uniaxial linear-elastic range, σ=Eε. Poisson's ratio is negative transverse strain divided by longitudinal strain. For an isotropic linear-elastic material, E=2G(1+ν) and E=3K(1-2ν). Distinguish elastic recovery, yield, plastic strain and fracture on a stress-strain curve. Ductile and brittle materials differ in their deformation before fracture. Choose the strength criterion appropriate to the material and failure mode; a factor of safety compares that strength with allowable working stress.

Worked example: A 10 kN axial tensile load on 100 mm² gives 100 N/mm²=100 MPa. With E=200 GPa, strain=0.0005. A 1 m bar elongates by 0.5 mm in this ideal elastic model.
Exam question: Can Hooke's law be used after significant yielding?
Answer: No. The simple linear relation is an elastic-range model. Plastic deformation requires the appropriate material behaviour rather than extending the initial slope.

9. Shear force and bending moment diagrams

A shear-force diagram records internal transverse force along a beam; a bending-moment diagram records internal moment. Draw reactions first and adopt one sign convention throughout. A point force causes a shear jump; an applied couple causes a moment jump. With downward distributed load w taken positive in a common convention, dV/dx=-w and dM/dx=V. An unloaded span has constant shear and linear moment. A zero-shear point inside a smooth span is a candidate moment extremum. Singular points and boundaries must also be checked.

Worked example: A 6 m simply supported weightless beam has a central 120 N downward load. Reactions are 60 N each. Shear is +60 N before the load and -60 N after it. Peak bending moment is 60×3=180 N·m.
Exam question: Why is the bending moment zero at an ideal simple end support?
Answer: If no end couple is applied, the pin or roller supplies no moment. The internal moment at that end is therefore zero.

10. Thermodynamics, engines and refrigeration

Heat is energy transfer due to temperature difference; work is another energy-transfer mode. With Q positive into a closed system and W positive out, ΔU=Q-W. A heat engine converts part of heat input to work; efficiency is Wout/Qin. A four-stroke engine uses intake, compression, power and exhaust; a two-stroke engine completes its working sequence in one crankshaft revolution. Spark-ignition and compression-ignition describe how combustion starts. A refrigerator removes heat from a cold space using work: COPR=Qc/W. A heat pump values heat delivered: COPHP=Qh/W=COPR+1 for the same cycle.

Worked example: An engine receiving 500 kJ and producing 150 kJ has efficiency 30%. A refrigerator removing 300 kJ while consuming 100 kJ has COPR=3 and rejects Qh=400 kJ; its heat-pump COP would be 4.
Exam question: Can COP exceed one without violating energy conservation?
Answer: Yes. COP compares transported heat to work input, not work output to heat input. Qh=Qc+W still holds.

11. Fluids, hydraulic systems and flow equations

Density is mass per volume; gauge pressure is measured relative to local atmospheric pressure. In a static incompressible fluid, pressure increase with depth is ρgh. Dynamic viscosity relates shear stress to velocity gradient in a Newtonian fluid; kinematic viscosity is dynamic viscosity divided by density. Continuity gives A1v1=A2v2 for steady incompressible flow. Bernoulli's equation p+ρv²/2+ρgz=constant needs steady incompressible flow with negligible viscous losses along a streamline and no unaccounted pump or turbine energy. Real systems need loss and machine terms.

Worked example: A pipe diameter halves, so area becomes one quarter. If v1=2 m/s, v2=8 m/s. In a horizontal ideal water flow, p1-p2=(1000/2)(8²-2²)=30000 Pa. Real friction changes that estimate.
Exam question: What principle supports an ideal hydraulic lift?
Answer: Pascal's principle: an applied pressure change is transmitted through a confined fluid. F2/F1=A2/A1 ideally; larger force comes with smaller output displacement.

12. Measurement, uncertainty, fits and tolerances

Accuracy concerns agreement with a reference; precision concerns repeatability. Resolution is the smallest indicated step, not proof of accuracy. Calibration compares an instrument with a traceable reference over its range. Separate random variation from systematic bias and state uncertainty with units. Tolerance is the allowed dimensional range; a fit describes the relation between mating part sizes. A clearance fit always leaves space, an interference fit always overlaps the size ranges, and a transition fit may produce either. Keep raw measurements separate from calculated averages and corrections.

Worked example: A shaft allowed from 19.98 to 20.00 mm has tolerance 0.02 mm. A mating hole from 20.02 to 20.04 mm gives minimum clearance 0.02 mm and maximum clearance 0.06 mm, so it is a clearance fit.
Exam question: Can a precise instrument be inaccurate?
Answer: Yes. A stable calibration bias may give tightly repeated readings that are all far from the true value.

13. Mechatronics, sensors and actuators

Mechatronics combines mechanics, electronics, computation and control. A sensor measures a physical state; a transducer converts one form of energy or signal to another. Select range, sensitivity, resolution, response time, noise performance and calibration. Motors, solenoids and hydraulic or pneumatic cylinders are actuators. A motor driver switches power; a small controller pin is not the motor supply. Gears and belt drives trade speed and torque subject to losses; bearings support motion and loads. Check voltage, current, force and thermal ratings before testing a low-voltage prototype.

Worked example: An ideal gear driver with 20 teeth turns a 60-tooth driven gear. At 300 rpm input, output speed is 100 rpm. If input torque is 2 N·m, ideal output torque is 6 N·m; real losses reduce it.
Exam question: For a line-following robot, what do sensor, controller and driver each do?
Answer: The sensor measures line-related state, the controller computes a correction, and the driver supplies controlled electrical power to the motors.

14. Robot joints, degrees of freedom and kinematics

A revolute joint rotates; a prismatic joint translates. Degrees of freedom count independent configuration variables after constraints are considered. Do not count every visible joint blindly in a closed chain. Forward kinematics maps joint variables to end-effector pose; inverse kinematics seeks joint variables for a requested pose and may have multiple or no solutions. Workspace is the set of reachable poses subject to geometry and joint limits. Configuration and velocity are different quantities. A robot also needs power, sensing, computation, end-effector and a safe operating envelope.

Worked example: A planar two-link arm has lengths 1 m and 1 m, θ1=0° and θ2=90° relative to the first link. x=cos0°+cos90°=1 m, y=sin0°+sin90°=1 m. This is forward kinematics, not an inverse solution.
Exam question: Why can inverse kinematics have two answers?
Answer: A target may be reachable with different joint configurations, such as elbow-up and elbow-down, provided both satisfy joint limits and collision constraints.

15. Open-loop, feedback and PID control

An open-loop controller does not measure output to correct it. A feedback loop compares reference with measured output and uses the error to update actuation. Feedback alone does not guarantee stability. In a simple PID law, command=Kp e+Ki∫e dt+Kd de/dt. Proportional action reacts to error, integral action accumulates it, and derivative action reacts to its rate. Saturation, sensor noise, delay and sample period affect behaviour. Integral windup needs attention when an actuator saturates. Test slowly with limits and an emergency stop; never assume a classroom gain works on real machinery.

Worked example: For a setpoint of 10 units and measurement of 8 units, e=2. With Kp=3 command-units per measured unit and no I or D terms, the proportional command is 6 command-units before saturation limits.
Exam question: What is the main benefit of feedback compared with a fixed motor command?
Answer: It can correct disturbances and tracking error from measured output. Its benefit depends on suitable sensors, gains, timing and a stable loop.
Reference (target)Error = target - measuredControllerDriver + actuator + plantOutputSensor measurementFeedback returns measured output
Negative-feedback concept. The sensor reports actual output; the controller uses its error. A feedback loop still needs stability checks.

16. Circuit elements, Ohm's law and electrical energy

Voltage is potential difference and current is charge flow per time. Ohm's law describes a linear resistor; not every device has constant V/I. Ideal resistors dissipate energy, capacitors store electric-field energy and inductors store magnetic-field energy. Capacitor current is C dv/dt and inductor voltage is L di/dt under a consistent passive sign convention. At settled DC, an ideal capacitor is open and an ideal inductor is short, but transients and real losses matter. Electrical energy is power integrated over time; kWh is energy, not power.

Worked example: A 100 W lamp used for 5 h consumes 0.5 kWh. A 6 V source across a 3 Ω resistor gives 2 A and 12 W; the resistor must be rated for the actual thermal load.
Exam question: Why is a capacitor not simply an open circuit immediately after switching?
Answer: Its voltage cannot change instantaneously in the ideal finite-current model, so charging or discharging current can flow during the transient.

17. Kirchhoff laws, series-parallel, nodal and mesh analysis

KCL balances algebraic current at a node; KVL balances signed voltage around a loop in a lumped circuit model. Series resistors carry the same current and add. Parallel resistors share voltage and add conductances. In nodal analysis choose a reference node and write branch currents from voltage differences. In mesh analysis use loop currents for a planar network, accounting for shared-resistor drops. Treat voltage-source supernodes and current-source supermeshes consistently. A negative calculated current means it flows opposite the direction assumed.

Worked example: 12 V feeds 4 Ω in series with 6 Ω parallel 3 Ω. The parallel value is 2 Ω; total is 6 Ω, so I=2 A. Parallel voltage=4 V. Branch currents=2/3 A and 4/3 A, summing to 2 A. Drops 8+4=12 V verify KVL.
Exam question: Why can two resistors not be combined as parallel merely because they are drawn side by side?
Answer: Both terminals must connect to the same pair of nodes. Visual placement is not the circuit connectivity.

18. Network theorems and star-delta conversion

Superposition applies to linear voltages and currents, not directly to power. Keep one independent source active, set independent voltage sources to zero as shorts and independent current sources to zero as opens; retain dependent sources. A linear two-terminal network has a Thevenin voltage source in series with resistance or impedance, or a Norton current source in parallel. Vth is open-circuit voltage and IN is short-circuit current. With dependent sources, a test source may be needed to find resistance. In a resistive DC model, maximum load power occurs at RL=Rth, not at maximum efficiency.

Worked example: Vth=12 V and Rth=4 Ω give IN=3 A. A 4 Ω load draws 1.5 A and receives 9 W, the maximum Vth²/(4Rth). Three equal 9 Ω delta branches convert to three 3 Ω star arms.
Exam question: How is a delta resistance converted to a star arm?
Answer: The arm at a node is the product of the two delta resistances touching that node divided by the sum of all three delta resistances. Label nodes before substituting.

19. RC and RL transients

A first-order circuit moves exponentially toward its final state after switching. An ideal capacitor voltage and ideal inductor current are continuous unless an impulse is present. For a simple series RC charge from zero, vc=Vs(1-exp(-t/RC)); for discharge, vc=V0 exp(-t/RC). A series RL current from zero is i=(Vs/R)(1-exp(-tR/L)). Time constants are RC and L/R. For a network, use the resistance seen by the storage element with appropriate source treatment. Initial conditions matter; these zero-initial-state forms are not universal.

Worked example: R=1 kΩ and C=100 μF give τ=0.1 s. On charging from zero to a 10 V source, vc(τ)=6.321 V and vc(5τ)=9.933 V. The latter is near steady state, not exactly 10 V.
Exam question: Why does an inductor resist a sudden current change?
Answer: v=L di/dt; a finite instantaneous current jump would require an impulse voltage in the ideal model.

20. Sinusoids, phasors, AC power and resonance

For a sine wave, Vrms=Vpeak/√2 and f=ω/(2π). RMS measures equivalent resistive heating. In sinusoidal steady state, impedances are R, jωL and 1/(jωC). A series RLC circuit has Z=R+j(XL-XC), magnitude √(R²+(XL-XC)²). Using RMS values, real power P=VI cos φ, reactive power Q=VI sin φ and apparent power magnitude S=VI. Power factor is P/S for this sinusoidal model. Series resonance occurs at ω0=1/√(LC); reactances cancel but individual element voltages can still be large.

Worked example: With R=30 Ω, XL=40 Ω, XC=0 and supply 100 V RMS, |Z|=50 Ω, I=2 A, power factor=0.6 and P=120 W. S=200 VA and Q=160 var. Current lags for this inductive case.
Exam question: Is the RMS value of every waveform its peak divided by √2?
Answer: No. That ratio is for a sine wave. The general RMS value is the square root of the mean of the squared waveform over the interval.

21. Balanced three-phase systems

Three sinusoidal phase quantities of equal magnitude separated by 120° form a balanced three-phase system. In a balanced star connection, line voltage magnitude is √3 times phase voltage and line current equals phase current. In balanced delta, line voltage equals phase voltage and line current magnitude is √3 times phase current. Total real power is √3 VL IL cos φ using RMS line magnitudes. These shortcuts require a balanced system and consistent phase-sequence and phasor definitions. Neutral current ideally sums to zero for a balanced linear load.

Worked example: A balanced load at VL=400 V, IL=10 A and power factor 0.8 consumes √3×400×10×0.8=5542.563 W, about 5.543 kW. A star load at 400 V line voltage has phase voltage 230.940 V.
Exam question: Which current equals phase current in star?
Answer: The line current. In delta the line current is the phasor difference of branch currents, so its balanced magnitude is √3 times phase current.

22. Transformers and magnetic circuits

A transformer transfers AC energy by mutual induction. In an ideal two-winding model, Vs/Vp=Ns/Np and Ip/Is=Ns/Np, preserving power. A steady DC source does not support normal transformer action and can cause damaging current in a real winding. Practical transformers have copper loss, core loss, leakage flux and magnetizing current. Efficiency is output power divided by input power; voltage regulation describes load-related secondary voltage change under a specified definition. Magnetic circuits use flux, magnetomotive force NI and reluctance, with material nonlinearity and saturation needing care.

Worked example: An ideal transformer has Np=1000 and Ns=100 with Vp=230 V RMS, so Vs=23 V RMS. If Is=2 A, output is 46 VA and Ip=0.2 A under the ideal load model.
Exam question: Why is transformer efficiency not exactly 100% in practice?
Answer: Winding resistance dissipates copper loss and the core has hysteresis and eddy-current loss; other effects also differ from the ideal model.

23. DC machines, induction motors and synchronous speed

A motor converts electrical input to mechanical output; a generator does the reverse. DC-machine back EMF opposes the applied supply during motoring, and torque depends on flux and armature current in the elementary model. A three-phase induction motor develops torque through a rotating stator field and induced rotor current. Synchronous speed is ns=120f/P rpm with P as pole count. Slip s=(ns-nr)/ns is dimensionless; rotor electrical frequency is sf in the simple induction model. A synchronous machine operates at synchronous speed when locked to the field. Single-phase induction motors need a starting arrangement.

Worked example: At 50 Hz with 4 poles, ns=1500 rpm. If nr=1440 rpm, slip=(1500-1440)/1500=0.04=4%, and rotor frequency=2 Hz. At standstill slip is 1.
Exam question: Why can a normal induction motor not develop ordinary induction torque at exactly synchronous speed?
Answer: There is no relative motion between rotor and rotating field, so the steady induction mechanism produces no rotor EMF in the ideal explanation.

24. Basic electronics, rectification and logic

A diode conducts preferentially in one direction; its forward drop is device- and current-dependent, not a universal fixed constant. A rectifier converts an alternating input to a unidirectional output; filtering reduces ripple but does not automatically regulate voltage. A transistor can act as an amplifier or controlled switch within its ratings. Distinguish a signal path from the power path and use current limiting for LEDs. Digital logic defines truth tables: AND needs all inputs true, OR needs at least one true, NOT inverts, and XOR is true for unequal two-input bits. NAND and NOR are universal building blocks.

Worked example: A 5 V source, LED forward drop model 2 V and desired 10 mA require R=(5-2)/0.01=300 Ω; resistor power is 0.03 W in that model. Choose an available part and safe rating after checking real LED specifications.
Exam question: What is the difference between OR and XOR for two inputs?
Answer: OR is true for 01, 10 and 11. XOR is true for 01 and 10 but false for 00 and 11.

25. Electrical protection, earthing and battery backup

A fuse or circuit breaker interrupts excessive current under its rating and characteristic. Residual-current protection detects an imbalance between outgoing and returning current; it is not a substitute for overcurrent protection or protective earthing. Earthing helps exposed conductive parts stay at a safer potential and gives fault current a protective path under the installation design. Never use these notes as permission to work on live mains. Battery energy estimates need voltage, capacity, usable depth of discharge, efficiency, discharge rate and ageing. Ampere-hours alone do not state energy.

Worked example: A nominal 12 V, 10 Ah battery stores about 120 Wh by the simple rating product. With 80% usable fraction and 90% conversion efficiency, useful energy is about 86.4 Wh. An idealized 20 W load would run 4.32 h; actual runtime can differ.
Exam question: Why does an MCB not cover every shock risk?
Answer: A dangerous body current can be below its overcurrent trip level. Shock protection requires the correct complete system, not one device.

26. Drawing conventions, scales and dimensions

Engineering drawing communicates geometry, size and design intent. Distinguish visible outlines, hidden detail, center lines, dimension lines and section hatching using the required drawing convention. Dimensions state the real size; do not infer a critical dimension by measuring a printed image. Representative fraction is drawing length divided by actual length in the same units. Plain scales read main units and subdivisions; diagonal and vernier scales extend subdivision methods. State scale, units, projection method and title-block information. Avoid duplicate or conflicting dimensions; tolerances must be clear.

Worked example: At 1:100, a 3 cm drawing length represents 300 cm=3 m. To show an actual 2 m length at 1:50, draw 2000/50=40 mm. A scan resized by software may no longer be measurable at its printed scale.
Exam question: Why are dimensions necessary even on a scale drawing?
Answer: Printing, scanning and display zoom can change measured size. The written dimensions specify design size independently of that reproduction.

27. Orthographic projection: first angle and third angle

Orthographic projectors are parallel and perpendicular to the projection plane. Front view shows width and height; top view shows width and depth; a side view shows depth and height. In first-angle projection the object lies between observer and projection plane: top view is below front, and right-side view is placed to the left. In third-angle projection the plane lies between observer and object: top view is above front, and right-side view is to the right. Identify the projection symbol and maintain consistent alignment. Do not mix methods because a picture looks convenient.

Worked example: A block 60 mm wide, 40 mm deep and 30 mm high has front-view size 60×30 mm and top-view size 60×40 mm. In first angle put the top view below the front, retaining the shared 60 mm width alignment.
Exam question: Where is the right-side view in first-angle projection?
Answer: To the left of the front view after the planes are unfolded. In third angle it is to the right.
First angleFrontRight sideTopTopFrontRight sideThird angle
View placement, not the formal projection symbol. The upper group is first angle; the lower group is third angle.

28. Points, lines, planes and auxiliary views

Begin with the horizontal plane, vertical plane and their reference line. A point above HP and in front of VP has its front view above the reference line and top view below in the usual first-angle construction. A line parallel to a projection plane appears in true length on that plane; an inclined line is generally foreshortened. If a plane is parallel to the projection plane it appears in true shape; an edge-on view becomes a line. Auxiliary views use a plane chosen to reveal true length or true shape. Carry projectors carefully and distinguish apparent inclination from true inclination.

Worked example: A 100 mm straight line parallel to VP and inclined 30° to HP has a 100 mm front-view length. Its top-view length is 100 cos30°=86.603 mm; elevation difference is 100 sin30°=50 mm.
Exam question: Why is an auxiliary view used for an inclined surface?
Answer: A view normal to that surface can reveal its true shape, while standard views may show it foreshortened.

29. Solids, sections and surface development

Prisms have parallel equal polygonal ends; pyramids converge to a vertex. Cylinders and cones have curved surfaces. Set the axis and resting condition first, project the base and generators, then determine visibility. A section uses a cutting plane to reveal interior shape; project intersection points before hatching. True section shape may need an auxiliary view parallel to the cutting plane. Development unfolds a developable surface into a flat pattern. A right cylinder develops to a rectangle with width equal to circumference and height equal to axial height. A cone develops to a sector of radius equal to slant height.

Worked example: A cylinder of diameter 40 mm and height 60 mm has lateral development 125.664 mm by 60 mm. For a cone with base radius 30 mm and slant height 50 mm, sector angle=360×30/50=216°, preserving base arc length.
Exam question: Why is the cone development radius its slant height, not vertical height?
Answer: The unfolded generators retain their surface lengths. The vertical height is inside the solid and is not that surface distance.

30. Isometric views, curves and CAD workflow

In an isometric representation the three principal axes are 120° apart; two are commonly drawn 30° from horizontal and one vertical. An isometric view uses true lengths along its axes; an isometric projection uses foreshortened lengths with scale factor √(2/3), about 0.8165. A circle on an isometric plane appears as an ellipse. Non-isometric lines are located from their endpoint coordinates, not by measuring their true length along an arbitrary slanted direction. Conic sections and cycloidal curves need the construction specified in the drawing course. In CAD set units and layers, use snaps and constraints, dimension deliberately and verify print scale.

Worked example: A 50 mm cube in an isometric view uses 50 mm along its principal axes. Its isometric projection uses 50√(2/3)=40.825 mm. These are different constructions, although their shape proportions agree.
Exam question: What should be checked before exporting a CAD drawing?
Answer: Units, projection and scale, layer visibility, dimensions, tolerances, line types and the printed or PDF appearance. A successful export alone does not prove readability.

Fast comparison table

PairFirstSecondCommon mistake
Mass / weightMass in kgGravitational force mg in NUsing kg as a force unit
Static / kinetic frictionAdjusts up to a limitSliding model μkNPutting μsN into every resting case
Area / mass moment of inertiaGeometric property, m⁴Mass distribution, kg·m²Using the wrong formula or units
Accuracy / precisionAgreement with referenceRepeatabilityCalling a repeated biased reading accurate
Forward / inverse kinematicsJoints to posePose to possible jointsAssuming inverse always has one solution
Power / energyRate, WAccumulated transfer, J or kWhWriting kW for an energy bill
First / third angleTop below, right side leftTop above, right side rightMixing view placements
Isometric view / projectionTrue axial lengthsForeshortened axial lengthsApplying 0.8165 to the wrong construction

Equation and assumption checklist

  • Statics: external force and moment balance; draw every contact reaction.
  • Dynamics: constant-acceleration equations only for constant acceleration; energy and impulse need the correct system.
  • Circuits: confirm node connectivity, passive signs and source treatment before simplifying.
  • AC: use RMS phasors and balanced three-phase relations only in their stated conditions.
  • Robotics: check limits, driver ratings, feedback timing and stability before moving hardware.
  • Graphics: state projection, dimensions and scale; preserve true lengths only in the correct view.

Quick answered revision

  1. Equal 10 Ω resistors: series 20 Ω; parallel 5 Ω.
  2. 100 N central load on a weightless symmetric simply supported beam: 50 N reaction at each end.
  3. At 1:50, a 4 cm line represents 2 m.
  4. Open-loop versus closed-loop: only the latter measures output to correct the command.
  5. Moment unit: N·m; area second moment unit: m⁴.

Further study

These summaries and examples are written for revision. For complete derivations, construction exercises and extra practice, use the references below and your assigned course material.

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