Comprehensive Study Guide on Computer-Aided Engineering Graphics and Engineering Drawing Principles

UNIT I: INTRODUCTION TO AUTOCAD, SCALES, AND ENGINEERING CURVES

  • Computer-Aided Design (CAD): CAD is the use of interactive graphics programs to develop 2D and 3D models, assemblies, part lists, and dimensional drawings of various components, structures, or objects with the help of a computer. Data generated by a CAD system can be directly utilized by a Computer-Aided Manufacturing (CAM) system.

  • Advantages of CAD:

    • Reduction of drafting labor.

    • Direct cost savings.

    • High accuracy up to one millionth of a unit (10−610^{-6} units).

    • Improvement in the general flow of information throughout an organization.

    • Rapid evaluation of alternative designs.

    • Efficient re-use of common parts across multiple products.

  • Starting up AutoCAD:

    • Select AutoCAD from the Start menu (Start/Programs/AutoCAD) or double-click the AutoCAD desktop icon.

  • AutoCAD Screen Layout:   

    AutoCAD Screen Layout
    • Title bar: Displays the application name and current drawing filename.

    • Menu bar: Provides access to drop-down menus for all commands.

    • Toolbars: Graphical icons representing drawing and editing tools.

    • Document window / Drawing area: The main graphical workspace.

    • Command window: Text interface for typing commands and receiving prompts.

    • Status bar: Displays coordinate readouts and status toggles.

  • Drawing Limits (LIMITS):

    • Defines the extent of the drawing workspace and grid display area.

    • Can toggle Limits mode ON or OFF. When ON, points picked outside specified boundaries are rejected.

    • Default scale is full scale (1:11:1).

    • Example Command Sequence:

    • Command: limits

    • Lower left corner <0.0000, 0.0000>: 0,0

    • Upper right corner <12.0000, 9.0000>: 420,300 (Sets boundary to A3 paper size in mm).

  • Grid (GRID) and Snap (SNAP):

    • Snap: Forces crosshairs to move in fixed increments along a regular grid. Toggled via F9F9 key or status bar. Default XX and YY spacing is 11 unit. Styles include Standard (for orthographic drawings) and Isometric (for isometric projections).

    • Grid: Displays a regular matrix of visual dots on screen acting as drawing paper background. Toggled via F7F7 key. For A3 size drawings, a grid spacing of 1010 units is typical.

    • Example Command Sequence:

    • Command: grid -> Spacing: 10

    • Command: snap -> Spacing: 10

    • Command: zoom -> All (Scales display to fit defined drawing limits).

  • Units (UNITS):

    • Controls precision, measurement unit style, and angle measurement formats.

    • Unit Measurement Formats:

    1. Scientific (e.g., 1.55×1011.55 \times 10^1)

    2. Decimal (e.g., 15.5015.50)

    3. Engineering (e.g., 1′−3.50"1'-3.50")

    4. Architectural (e.g., 1−3/4"1-3/4")

    5. Fractional (e.g., 151/215 1/2)

    • Angle Measurement Formats:

    1. Decimal degrees (e.g., 45.0000∘45.0000^\circ)

    2. Degree/minute/second (e.g., 45∘0′00"45^\circ 0' 00")

    3. Grads (e.g., 50.0000g50.0000g)

    4. Radians (e.g., 0.7854r0.7854r)

    5. Surveyor's unit (e.g., N45∘0′0"EN 45^\circ 0' 0" E)

  • Keyboard Function Keys:

    • F1F1 / F2F2: Graphical screen / Text screen toggle and Help menu.

    • F6F6: Coordinate display mode toggle.

    • F7F7: Grid mode toggle.

    • F8F8: Ortho (orthogonal) mode toggle (restricts cursor to vertical/horizontal movements).

    • F9F9: Snap mode toggle.

  • Coordinate Systems:

    • Absolute Coordinates: Locations specified by precise distance from origin (0,0)(0,0).

    • Example: Line from 0,00,0 to −3,4-3,4 to 4,24,2.

    • Relative Coordinates: Points specified relative to the previous point using the @ symbol.

    • Example: Line from 0,00,0 to @-3,4 to @7,-2.

    • Polar Coordinates: Points defined by distance and angle relative to current location (@distance<angle). Angle 0∘0^\circ points due east (right).   

      Polar Angle System
  • AutoCAD Draw Commands:

    • LINE: Draws straight segments between points. Options: U (Undo last segment), C (Close polygon to initial starting point).

    • CIRCLE: Defined via Center & Radius, Center & Diameter, 2-Point, 3-Point, or Tangent-Tangent-Radius (TTR).

    • ARC: Defined via 3-point, Start-Center-End, Start-Center-Angle, Start-Center-Length, Start-End-Angle, Start-End-Radius, or Start-End-Direction.

    • POINT: Creates a point object; style and size adjusted via Settings -> Point Style.

    • POLYLINE (PL): Single object composed of joined straight and/or arc segments.

    • DONUT: Solid filled ring defined by inner diameter and outer diameter.   

      Donut and Rectangle Commands
    • RECTANGLE: Draws a rectangle defined by two diagonal corner coordinates.

    • POLYGON: Creates regular 2D polygons (33 to 10241024 sides). Options: Edge (E), Inscribed inside circle (I), Circumscribed around circle (C).

    • ELLIPSE: Created via Axis-Eccentricity, Center-Axis-Axis, or Rotation angle.

    • HATCH: Fills enclosed areas with crosshatch patterns representing specific materials or surfaces.

  • Object Snap (OSNAP):   

    Object Snap Drafting Settings
    • Precision tool that locks onto geometric points (Endpoint, Midpoint, Center, Geometric Center, Node, Quadrant, Intersection, Extension, Insertion, Perpendicular, Tangent, Nearest, Apparent Intersection, Parallel).

    • Activated running-mode or temporary overrides (Shift + Right Click or typing 3-letter codes e.g., CEN).

  • AutoCAD Modify & Edit Commands:   

    Modify Toolbar
    • ERASE (E): Removes objects.

    • UNDO (U): Reverses last command.

    • MOVE (M): Relocates objects from base point to destination.

    • COPY (CO/CP): Duplicates objects; use M option for multiple copies.

    • MIRROR (MI): Creates symmetrical reflection across a defined line.

    • ROTATE (RO): Rotates objects around a base point (default counterclockwise).

    • OFFSET (O): Creates parallel lines or concentric curves at specified distance.

    • EXTEND (EX): Lengthens objects to meet a boundary edge.

    • TRIM (TR): Cuts objects at intersections with cutting edges.

    • BREAK (BR): Removes a section of an object between two points.

    • FILLET (F): Creates rounded arc corners between two non-parallel lines.

    • CHAMFER (CHA): Creates angled bevels between intersecting lines.

    • STRETCH: Elongates or contracts objects using crossing selection windows.

    • ARRAY (AR): Copies objects in Rectangular or Polar (circular) patterns.

    • SCALE (SC): Proportionally alters object sizes based on scale factor.

  • Object Selection Options:

    • Pickbox (single object), Window (W - entirely inside), Crossing (C - inside or touching), Previous (P), Remove (R), Add (A), Last (L), Fence (F - line path), WindowPolygon (WP), CrossingPolygon (CP), All.

  • Display Commands:

    • ZOOM (Z): All (A), Center (C), Dynamic (D), Extend (E), Left (L), Previous (P), Window (W), Scale (X/XP).

    • PAN: Shifts viewing window without altering object coordinates or magnification.

    • REDRAW (R): Refreshes screen display and cleans temporary blip marks.

    • VIEWRES: Adjusts curve generation smoothness/resolution for arcs and circles.

  • Text and Dimensioning:

    • TEXT (DT): Adds single-line text; styled via STYLE command.

    • DIMENSION: Linear (Horizontal, Vertical, Aligned, Continuous, Baseline, Rotated), Radial, Angular, Leader, Ordinate. Managed via Dimension Style Manager dialog.   

      Dimension Style Settings
  • Engineering Graphics Fundamentals:

    • Drawing Instruments: Board, Mini-Drafter (combines functions of T-square, set-squares, protractor, scales), Instrument box (Compass, Dividers, Inking Pens).

    • Compass Lead Adjustment: Pencil lead must extend 1 mm1\,mm above compass point tip to compensate for tip insertion into the board.   

      Compass Lead Position
    • Pencil Lead Grades:

    • HB: Soft grade for borderlines, lettering, and freehand sketching.

    • H: Medium grade for visible outlines, edges, and boundary lines.

    • 2H: Hard grade for construction lines, dimension lines, center lines, hatching lines, extension lines, and hidden lines.

    • Drawing Sheet Sizes:

    • Standard ratio: x:y=1:2x : y = 1 : \sqrt{2} and x×y=1 m2x \times y = 1\,m^2 for A0A0.     

      Drawing Sheet Sizes
    • A0A0: 841 mm×1189 mm841\,mm \times 1189\,mm

    • A1A1: 594 mm×841 mm594\,mm \times 841\,mm

    • A2A2: 420 mm×594 mm420\,mm \times 594\,mm (Preferred for classroom drafting)

    • A3A3: 297 mm×420 mm297\,mm \times 420\,mm

    • A4A4: 210 mm×297 mm210\,mm \times 297\,mm

    • Title Block:

    • Positioned at bottom right corner of sheet.

    • Maximum dimensions: Length 170 mm170\,mm, Width 65 mm65\,mm.

    • Contains: Title, Drawing number, Scale, Projection symbol, Name of firm, Staff initials.

    • Line Conventions:     

      Line Types and Applications
    • Continuous wide line (0.7 mm0.7\,mm): Visible outlines, edges, borders.

    • Continuous narrow line: Dimension, extension, leader, construction, hatching lines.

    • Continuous narrow freehand / zigzag lines: Short/long break lines.

    • Dashed narrow line: Hidden edges and outlines (3 mm3\,mm dashes, 1 mm1\,mm gaps).

    • Long-dashed dotted narrow line: Center lines, axes of symmetry, cutting planes (thickened at ends).

    • Material Conventions:     

      Conventional Representation of Materials
  • Conic Sections:

    • Formed by intersection of a cone (apex angle 2θ2\theta) with a cutting plane at angle α\alpha to the axis:

    • Circle: Cutting plane perpendicular to axis (α=90∘\alpha = 90^\circ).

    • Ellipse: Cutting plane inclined to axis at angle greater than semi-apex angle (θ<α<90∘\theta < \alpha < 90^\circ).

    • Parabola: Cutting plane parallel to slant generator (α=θ\alpha = \theta).

    • Hyperbola: Cutting plane at angle less than semi-apex angle (0∘≤α<θ0^\circ \le \alpha < \theta).

    • Eccentricity (ee): Ratio of distance from focus to distance from directrix (e=VFVAe = \frac{VF}{VA}).

    • Parabola: e=1e = 1

    • Ellipse: e<1e < 1

    • Hyperbola: e>1e > 1

  • Construction of Conics (Eccentricity Method):

    • Parabola (e=1e=1) (Focus 50 mm50\,mm from directrix):     

      Parabola Construction
    1. Axis ABAB perpendicular to directrix CDCD.

    2. Mark Focus FF at 50 mm50\,mm from directrix AA.

    3. Locate vertex VV at midpoint of AFAF (AV=VF=25 mmAV = VF = 25\,mm) so e=VFVA=1e = \frac{VF}{VA} = 1.

    4. Draw VE⊥ABVE \perp AB with VE=VFVE = VF. Join AEAE and extend.

    5. Mark points 1,2,31, 2, 3 along axis; draw perpendiculars meeting AEAE extended at 1′,2′,3′1', 2', 3'.

    6. Arcs centered at FF with radii 1−1′,2−2′1-1', 2-2' intersect vertical lines to form parabola curve.

    7. Tangent & Normal at point MM (40 mm40\,mm from directrix): Join MFMF. Draw FT⊥MFFT \perp MF meeting directrix at TT. Line TMTM extended is tangent; perpendicular NNNN at MM is normal.

    • Ellipse (e=2/3e=2/3) (Focus 50 mm50\,mm from directrix):     

      Ellipse Construction
    1. Divide AF=50 mmAF = 50\,mm into 55 equal divisions (10 mm10\,mm each).

    2. Mark vertex VV at 3rd division from AA (VA=30 mm,VF=20 mmVA = 30\,mm, VF = 20\,mm) yielding e=23e = \frac{2}{3}.

    3. Draw VE=VF=20 mmVE = VF = 20\,mm perpendicular to axis. Join AEAE and extend.

    4. Mark points on axis, erect perpendiculars to AEAE line, draw arcs centered at FF with radius equal to vertical ordinate heights to plot closed ellipse curve.

    • Hyperbola (e=3/2e=3/2) (Focus 50 mm50\,mm or 65 mm65\,mm from directrix):     

      Hyperbola Construction
    1. For AF=65 mmAF = 65\,mm, divide into 55 parts. Vertex VV located at 2nd division from AA (VA=26 mm,VF=39 mmVA = 26\,mm, VF = 39\,mm) yielding e=32e = \frac{3}{2}.

    2. Draw VE=VFVE = VF, connect AEAE extended, plot points using arcs centered at FF with radii equal to ordinates.

  • Engineering Scales:

    • Representative Fraction (RFRF): Ratio of drawing length to actual length:     RF=Length of DrawingActual Length of ObjectRF = \frac{\text{Length of Drawing}}{\text{Actual Length of Object}}

    • Length of Scale (LsL_s):     Ls=RF×Maximum Length to be measuredL_s = RF \times \text{Maximum Length to be measured}

    • Types of Graphical Scales: Plain Scales, Diagonal Scales, Vernier Scales, Comparative Scales, Scale of Chords.

  • Plain Scale Solved Calculations:

    • Example 1: Scale 1:401:40 to read meters and decimeters up to 6 m6\,m. Distance 4.7\,m$.\n - RF = \frac{1}{40}\n - L_s = \frac{1}{40} \times 6\,m = \frac{1}{40} \times 6000\,mm = 150\,mm\n - Divide 150\,mmrectangleintorectangle into6maindivisions(main divisions (1\,meach).Divide1stdivisionintoeach). Divide 1st division into10subdivisions(subdivisions (1\,dm each).\n - Mark 4.7\,m((4\,mrightofzero,right of zero,7\,dm left of zero).\n    ![Plain Scale 1:40 Construction](https://assets.knowt.com/pdf-flow-prod/19925831-e4cc-4381-a105-10e62e6cd0d0-figures/24.png)\n - *Example 2*: Scale 1:5fordecimetersandcentimetersuptofor decimeters and centimeters up to1\,m.Show. Show7.6\,dm\n - RF = \frac{1}{5}\n - L_s = \frac{1}{5} \times 1000\,mm = 200\,mm\n - Divide into 10parts(parts (1\,dmeach).Firstpartdividedintoeach). First part divided into10subunits(subunits (1\,cmeach).Markeach). Mark7\,dmright,right,6\,cm left.\n - *Example 3*: 1\,cmmapline=map line =4\,mactual.Maxlengthactual. Max length50\,m.Mark. Mark44\,m$.

    • RF=1 cm400 cm=1400RF = \frac{1\,cm}{400\,cm} = \frac{1}{400}

    • Ls=1400×50000 mm=125 mmL_s = \frac{1}{400} \times 50000\,mm = 125\,mm

    • Divide into 55 parts (10 m10\,m each). First part into 1010 subunits (1 m1\,m each).

    • Example 4: Area 49 cm249\,cm^2 represents 16 m216\,m^2. Max length 8 m8\,m. Mark 6 m 9 dm6\,m\,9\,dm

    • RF=49 cm216 m2=7 cm4 m=7400RF = \sqrt{\frac{49\,cm^2}{16\,m^2}} = \frac{7\,cm}{4\,m} = \frac{7}{400}

    • Ls=7400×8000 mm=140 mmL_s = \frac{7}{400} \times 8000\,mm = 140\,mm

    • Example 5: 1.5 in=1 ft1.5\,in = 1\,ft. Max length 4 ft4\,ft. Mark 2 ft 10 in2\,ft\,10\,in

    • RF=1.512=18RF = \frac{1.5}{12} = \frac{1}{8}

    • Ls=18×4×12×25.4 mm=152.4 mmL_s = \frac{1}{8} \times 4 \times 12 \times 25.4\,mm = 152.4\,mm

  • Diagonal Scale Solved Calculations:

    • Used to measure three consecutive units (e.g., meters, decimeters, centimeters).

    • Example 1: RF=1/50RF = 1/50, max length 5 m5\,m. Mark 4.68\,m$.\n - L_s = \frac{1}{50} \times 5000\,mm = 100\,mm\n - Rectangle 100\,mm \times 50\,mm.Dividelengthinto. Divide length into5parts(parts (1\,meach).Divide1stdivisionintoeach). Divide 1st division into10parts(parts (1\,dmeach)withdiagonallines.Divideverticalheightintoeach) with diagonal lines. Divide vertical height into10parts(parts (1\,cm each).\n - Mark 4.68\,m::4\,mrightofzero,right of zero,6\,dm left along diagonal, elevated to 8th horizontal line.\n    ![Diagonal Scale 1/50 Construction](https://assets.knowt.com/pdf-flow-prod/19925831-e4cc-4381-a105-10e62e6cd0d0-figures/28.png)\n - *Example 2*: RF = 1/6250,maxlength, max length1\,km.Mark. Mark653\,m$.

    • Ls=16250×106 mm=160 mmL_s = \frac{1}{6250} \times 10^6\,mm = 160\,mm

    • Example 3: RF=1/32RF = 1/32, max length 4 yards4\,yards. Mark 1\,yd\,2\,ft\,7\,in$.\n - L_s = \frac{1}{32} \times 4 \times 3 \times 12 \times 25.4\,mm = 114.3\,mm\n - *Example 4*: Room volume 1728\,m^3representedbyrepresented by4\,cmcubeside.Maxlengthcube side. Max length50\,m.Mark. Mark37.6\,m$.

    • RF=4 cm17283 m=4 cm12 m=4 cm1200 cm=1300RF = \frac{4\,cm}{\sqrt[3]{1728}\,m} = \frac{4\,cm}{12\,m} = \frac{4\,cm}{1200\,cm} = \frac{1}{300}

    • Ls=1300×50000 mm=166.67 mmL_s = \frac{1}{300} \times 50000\,mm = 166.67\,mm

  • Cycloidal Curves:

    • Cycloid: Curve traced by a point on the circumference of a circle rolling without slipping along a straight line.     

      Cycloid Construction
    • Construction: Rolling circle radius RR. Base line length = circumference 2πR2\pi R. Divide circle and baseline into 1212 equal parts. Center line OBOB contains center positions O1,O2,…,O12O_1, O_2, \dots, O_{12}. Draw horizontal lines through circle division points; draw arcs centered at OnO_n with radius RR intersecting corresponding horizontal lines.

    • Epicycloid: Curve traced by a point on a circle rolling on the outside of a directing circle (radius RR).

    • Subtended angle formula: θ=rR×360o\theta = \frac{r}{R} \times 360^\text{o}

    • Hypocycloid: Curve traced by a point on a circle rolling on the inside of a directing circle (radius RR).

    • Example: Diameter 40 mm40\,mm (r=20 mmr=20\,mm) rolling inside 200 mm200\,mm diameter circle (R=100 mmR=100\,mm).

    • θ=20100×360o=72o\theta = \frac{20}{100} \times 360^\text{o} = 72^\text{o}.

UNIT II: PROJECTIONS OF POINTS AND STRAIGHT LINES

  • Projections of Points:   

    Projections of Points in Four Quadrants
    • Standard Notation Rules:

    • Actual spatial point: Capital letters (A,B,CA, B, C).

    • Front View (FV) projected on Vertical Plane (VP): Lowercase with dash (a′,b′,c′a', b', c').

    • Top View (TV) projected on Horizontal Plane (HP): Lowercase without dash (a,b,ca, b, c).

    • Side View (SV) projected on Profile Plane (PP): Lowercase with double dash (a′′,b′′,c′′a'', b'', c'').

    • Reference line: XYXY. Projectors connecting FV and TV are always perpendicular to XYXY.

    • Quadrant Positions & Conversions:

    • Point PP (30 mm30\,mm above HP, 40 mm40\,mm in front of VP): 1st Quadrant a′a' is 30 mm30\,mm above XYXY, aa is 40 mm40\,mm below XYXY.

    • Point QQ (25 mm25\,mm above HP, 35 mm35\,mm behind VP): 2nd Quadrant both q′q' (25 mm25\,mm) and qq (35 mm35\,mm) lie above XYXY.

    • Point RR (32 mm32\,mm below HP, 45 mm45\,mm behind VP): 3rd Quadrant r′r' is 32 mm32\,mm below XYXY, rr is 45 mm45\,mm above XYXY.

    • Point SS (35 mm35\,mm below HP, 42 mm42\,mm in front of VP): 4th Quadrant both s′s' (35 mm35\,mm) and ss (42 mm42\,mm) lie below XYXY.

    • Point TT (in HP, 30 mm30\,mm behind VP): t′t' on XYXY, tt is 30 mm30\,mm above XYXY.

    • Point UU (in VP, 40 mm40\,mm below HP): u′u' is 40 mm40\,mm below XYXY, uu on XYXY.

    • Point VV (in VP, 35 mm35\,mm above HP): v′v' is 35 mm35\,mm above XYXY, vv on XYXY.

    • Point WW (in HP, 48 mm48\,mm in front of VP): w′w' on XYXY, ww is 48 mm48\,mm below XYXY.

  • Projections of Straight Lines:

    • True Length (TL): Actual actual physical length of the line segment.

    • Orientations:

    • Parallel to both HP and VP: FV (a′b′a'b') and TV (abab) both show True Length parallel to XYXY.

    • Perpendicular to HP, parallel to VP: FV (a′b′a'b') shows True Length vertical; TV (abab) is a single point.

    • Perpendicular to VP, parallel to HP: FV (a′b′a'b') is a point; TV (abab) shows True Length vertical/perpendicular to XYXY.

    • Inclined to HP at angle θ\theta, parallel to VP: FV shows True Length at angle θ\theta to XYXY; TV is a shortened horizontal line parallel to XYXY.

    • Inclined to VP at angle ϕ\phi, parallel to HP: TV shows True Length at angle ϕ\phi to XYXY; FV is a shortened line parallel to XYXY.

    • Inclined to both reference planes: Both FV and TV appear foreshortened at apparent angles α\alpha and β\beta respectively.

  • Traces of Straight Lines:

    • Horizontal Trace (HT): Intersection point of line (or extended line) with Horizontal Plane. Found by extending FV to intersect XYXY at hh, then projecting vertically to intersect TV line extended at HTHT.

    • Vertical Trace (VT): Intersection point of line with Vertical Plane. Found by extending TV to intersect XYXY at vv, then projecting vertically to intersect FV line extended at VTVT.

  • Comprehensive Solved Problems (Lines):

    • Problem 1: Line ABAB (75 mm75\,mm long), TV measures 65 mm65\,mm, FV measures 50 mm50\,mm. End AA in HP and 12 mm12\,mm in front of VP. Determine inclinations.

    • Solution procedure: Plot a′a' on XYXY and aa 12 mm12\,mm below XYXY. With radius 75 mm75\,mm and center aa, draw true length arc to locus line of bb to determine ϕ\phi. Use given FV length (50 mm50\,mm) and TV length (65 mm65\,mm) to construct projections and measure true angles θ\theta and ϕ\phi.

    • Problem 2: End projectors of line ABAB are 50 mm50\,mm apart. AA is 20 mm20\,mm above HP, 30 mm30\,mm in front of VP. BB is 10 mm10\,mm below HP, 40 mm40\,mm behind VP. Determine True Length and Traces.

    • Solution procedure: Plot projector line AA (a′a' 20 mm20\,mm above, aa 30 mm30\,mm below XYXY). Draw projector line BB 50 mm50\,mm away (b′b' 10 mm10\,mm below, bb 40 mm40\,mm above XYXY). Connect a′b′a'b' (FV) and abab (TV). Rotate projections to horizontal loci to obtain True Length and measure true angles θ,ϕ\theta, \phi and location of HTHT and VTVT.

UNIT III: PROJECTION OF PLANES

  • Fundamentals of Planes:   

    Shapes of Plane Figures
    • Two-dimensional surfaces with zero thickness (Square, Rectangle, Circle, Pentagon, Hexagon, Triangle).

    • Types of Planes:

    1. Perpendicular Planes: Surface perpendicular to one reference plane and parallel or inclined to the other.

    2. Oblique Planes: Surface inclined to both reference planes.

    • Traces of Planes:

    • Horizontal Trace (HT): Line of intersection of plane surface with HP.

    • Vertical Trace (VT): Line of intersection of plane surface with VP.

  • Standard Orientations of Plane Surfaces:

    • Parallel to HP & perpendicular to VP: TV shows true shape; FV is a line parallel to XYXY.

    • Parallel to VP & perpendicular to HP: FV shows true shape; TV is a line parallel to XYXY.

    • Inclined to HP at angle θ\theta & perpendicular to VP: FV is a line inclined at θ\theta to XYXY; TV is a foreshortened shape.

    • Inclined to VP at angle ϕ\phi & perpendicular to HP: TV is a line inclined at ϕ\phi to XYXY; FV is a foreshortened shape.

    • Perpendicular to both HP and VP: Both FV and TV are lines perpendicular to XYXY; Side View shows true shape.

  • Three-Step Method for Planes Inclined to Both Planes:

    • Step 1 (Initial Position): Assume plane surface parallel to HP (if surface is inclined to HP) or parallel to VP (if surface inclined to VP). Draw view showing True Shape first, ensuring edge/side making angle is perpendicular to XYXY line.

    • Step 2 (Surface Inclination): Tilt the line-view in the second projection to the required surface inclination angle (θ\theta or ϕ\phi) and project the modified foreshortened view.

    • Step 3 (Edge/Side Inclination): Rotate the foreshortened view or edge in the third projection to satisfy the edge inclination angle and project final true front and top views.

  • Solved Plane Problems:

    • Square Plane (40 mm40\,mm side): Parallel to HP, 20 mm20\,mm above HP. FV is line 20 mm20\,mm above XYXY; TV is square 40 mm40\,mm.

    • Pentagonal Plane (30 mm30\,mm side): Edge on HP, surface inclined 45o45^\text{o} to HP. Initial TV is true pentagon with vertical edge. Secondary FV is line inclined at 45o45^\text{o} to XYXY.

    • Hexagonal Plate (30 mm30\,mm side): Surface perpendicular to HP, inclined 45o45^\text{o} to VP, one edge parallel to and 15 mm15\,mm in front of VP. Initial FV true hexagon; secondary TV line at 45o45^\text{o} to XYXY.

    • Circular Plane (60 mm60\,mm diameter): Resting on VP point, center 40 mm40\,mm above HP, surface inclined 45o45^\text{o} to VP, perpendicular to HP. TV is line at 45o45^\text{o} to XYXY; FV is an ellipse.

    • Semi-Circle (100 mm100\,mm diameter): Freely suspended from point on straight edge 30 mm30\,mm from midpoint, surface 45o45^\text{o} to VP. Centroid line suspended vertically in initial FV; tilted 45o45^\text{o} in secondary projections.

UNIT IV: PROJECTIONS OF SOLIDS AND DEVELOPMENT OF SURFACES

  • Classification of Solids:

    • Polyhedra: Solids bounded by plane polygonal surfaces (faces).

    • Regular Polyhedra: Tetrahedron (44 equilateral triangles), Cube/Hexahedron (66 squares), Octahedron (88 equilateral triangles), Dodecahedron (1212 regular pentagons), Icosahedron (2020 equilateral triangles).

    • Prisms: Polyhedra with two equal parallel polygonal bases connected by rectangular faces. Named after base shape (Triangular, Square, Pentagonal, Hexagonal).     

      Types of Prisms
    • Pyramids: Polyhedra with one polygonal base and triangular faces meeting at a single apex.

    • Solids of Revolution: Generated by revolving a 2D plane figure around an axis.

    • Cylinder (rectangle rotated around axis), Cone (right triangle rotated around altitude), Sphere (semicircle rotated around diameter).

  • Projections of Solids - Solved Cases:

    • Axis perpendicular to HP: TV shows true base shape; FV shows height rectangle or triangle.

    • Example: Square pyramid (40 mm40\,mm base, 60 mm60\,mm height) resting on base in HP.

    • Axis perpendicular to VP: FV shows true base shape; TV shows height profile.

    • Example: Pentagonal prism (30 mm30\,mm base, 60 mm60\,mm length) base in VP.

    • Axis inclined to HP, parallel to VP:

    • Example: Hexagonal prism (30 mm30\,mm base, 75 mm75\,mm axis) base edge on HP, axis 45o45^\text{o} to HP. Step 1: Draw prism vertical to HP. Step 2: Tilt FV line profile by 45o45^\text{o} to XYXY and project secondary TV.

    • Axis inclined to VP, parallel to HP:

    • Example: Hexagonal prism (30 mm30\,mm base, 65 mm65\,mm axis) base edge in VP, axis 30o30^\text{o} to VP. Step 1: Axis perpendicular to VP. Step 2: Tilt TV by 30o30^\text{o} to XYXY and project secondary FV.

  • Development of Surfaces:

    • Unfolding the 3D lateral boundary surface of an object flat onto a single 2D plane.

    • Methods of Development:

    1. Parallel Line Method: Used for prisms and cylinders (all generators/edges are parallel).

    2. Radial Line Method: Used for pyramids and cones (slant edges/generators converge at apex).

    3. Triangulation Method: Used for transition pieces and oblique solids.

    4. Approximation Method: Used for doubly curved surfaces like spheres.

  • Development Solved Examples:

    • Truncated Pentagonal Prism (Base side 30 mm30\,mm, height 70 mm70\,mm, cut at 45o45^\text{o} bisecting axis):

    • Parallel line method. Stretch-out line length = Perimeter = 5×30 mm=150 mm5 \times 30\,mm = 150\,mm.

    • Divide stretch-out rectangle into 55 equal segments of 30 mm30\,mm. Project cut points from FV onto corresponding vertical edge lines and connect with straight segments.

    • Truncated Cylinder (Base diameter 50 mm50\,mm, height 70 mm70\,mm, cut at 45o45^\text{o} from top generator):

    • Parallel line method. Stretch-out line length = πD=π×50 mm=157.08 mm\pi D = \pi \times 50\,mm = 157.08\,mm.

    • Divide baseline into 1212 equal divisions. Project cut points from FV to form a smooth continuous curve using SPLINE tool.

    • Truncated Cone (Base diameter 50 mm50\,mm, altitude 60 mm60\,mm, cut at 45o45^\text{o} bisecting axis):

    • Radial line method. Base radius r=25 mmr = 25\,mm.

    • Slant height R=r2+h2=252+602=4225=65 mmR = \sqrt{r^2 + h^2} = \sqrt{25^2 + 60^2} = \sqrt{4225} = 65\,mm.

    • Sector subtended angle:       θ=rR×360o=2565×360o=138.46o≈138o\theta = \frac{r}{R} \times 360^\text{o} = \frac{25}{65} \times 360^\text{o} = 138.46^\text{o} \approx 138^\text{o}

    • Draw sector radius 65 mm65\,mm, angle 138o138^\text{o}, divide into 1212 radial parts, project true lengths of cut points onto outer true generator, draw curved cut profile.

    • Truncated Square Pyramid (Base side 40 mm40\,mm, altitude 60 mm60\,mm, cut at 45o45^\text{o} bisecting axis):

    • Radial line method. Determine true slant edge length O′H′O'H' by rotating corner diagonal horizontal.

    • Radius R=O′H′R = O'H'. Layout 44 isosceles triangles with base width 40 mm40\,mm. Transfer true distances of cut points from apex to layout edges.

UNIT V: ISOMETRIC PROJECTIONS AND ORTHOGRAPHIC PROJECTIONS

  • Isometric Projection Principles:   

    Types of Isometric Drawings
    • Pictorial view showing three dimensions simultaneously.

    • Isometric Axes: Three lines meeting at a point making equal angles of 120o120^\text{o} to each other.

    • Isometric Lines: Lines parallel to isometric axes.

    • Non-Isometric Lines: Lines not parallel to isometric axes (e.g., diagonals, pyramid slant edges).

    • Isometric Planes: Planes parallel to the three principal planes of the isometric cube.

  • Isometric Scale:   

    Isometric Scale Construction
    • Objects viewed in isometric projection undergo foreshortening due to spatial tilting.

    • Reduction ratio:     Isometric Length=23×True Length≈0.815×True Length≈911×True Length\text{Isometric Length} = \sqrt{\frac{2}{3}} \times \text{True Length} \approx 0.815 \times \text{True Length} \approx \frac{9}{11} \times \text{True Length}

    • Isometric View vs Isometric Projection:

    • Isometric View: Drawn using actual True Dimensions (1:11:1 scale).

    • Isometric Projection: Drawn using reduced Isometric Dimensions (0.8150.815 scale).

  • Isometric Construction Methods:

    • Circle in Isometric (Four-Center Method):

    1. Enclose circle of diameter DD in an isometric rhombus of side DD.

    2. Mark midpoints 1,2,3,41, 2, 3, 4 of the rhombus sides.

    3. Draw lines from obtuse corners to opposite side midpoints. The intersections define 44 centers.

    4. Swing arcs from obtuse corners and intersection centers to form a smooth ellipse representation.

    • Non-Isometric Lines Methods:

    • Box Method: Solid enclosed in a rectangular bounding box; contact coordinates mapped along box edges.

    • Offset Method: Coordinates located by measuring perpendicular offset distances along isometric axes.

  • Isometric Solved Solids & Composites:

    • Frustum of Hexagonal Pyramid: Base 35 mm35\,mm, top 20 mm20\,mm, height 80 mm80\,mm. Constructed inside concentric isometric boxes at base and top heights.

    • Composite Solid (Sphere on Cube): Cube 70 mm70\,mm side, 30 mm30\,mm thick; Sphere 60 mm60\,mm diameter centered on top. Note: Isometric projection of a sphere is always a true circle with radius equal to True Radius (R=30 mmR = 30\,mm), centered at an isometric elevation of 0.815×R0.815 \times R above the top face center.

  • Orthographic Projection Fundamentals:

    • Projectors are parallel to each other and perpendicular to the projection plane.

    • Reference Planes: Vertical Plane (VP) and Horizontal Plane (HP) intersecting at Reference Line XYXY.

    • Quadrant Positions:     

      Four Quadrants Layout
    • First Angle Projection:

      • Object placed in 1st Quadrant (between observer and plane).

      • Front View lies ABOVE reference line XYXY.

      • Top View lies BELOW reference line XYXY.

      • Left Side View drawn on RIGHT side of Front View.

    • Third Angle Projection:

      • Object placed in 3rd Quadrant (plane placed between observer and object).

      • Front View lies BELOW reference line XYXY.

      • Top View lies ABOVE reference line XYXY.

      • Left Side View drawn on LEFT side of Front View.

  • 3D Isometric to 2D Orthographic Conversion Procedure:

    1. Identify Front View direction (arrow XX) to establish overall Width (WW) and Height (HH).

    2. Determine Top View looking from above to establish Width (WW) and Depth (DD).

    3. Project Side View from left/right to establish Depth (DD) and Height (HH).

    4. Draw visible edges as thick continuous lines (0.7 mm0.7\,mm) and hidden internal features as dashed narrow lines.