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Section A: Long Answer Questions

Attempt all questions.

5 questions
1long10 marks

A line ABAB measures 70mm70\,\text{mm} in true length. Its end AA is 15mm15\,\text{mm} above the Horizontal Plane (HP) and 20mm20\,\text{mm} in front of the Vertical Plane (VP). The line is inclined at 3030^{\circ} to the HP and 4545^{\circ} to the VP. Draw its projections (front view and top view), and determine:

  1. The lengths of the front view and top view (apparent lengths).
  2. The apparent angles of inclination α\alpha (FV) and β\beta (TV).
  3. The positions of the Horizontal Trace (HT) and Vertical Trace (VT).

Given data

  • True length TL=70mmTL = 70\,\text{mm}
  • End AA: 15mm15\,\text{mm} above HP, 20mm20\,\text{mm} in front of VP
  • True inclination to HP: θ=30\theta = 30^{\circ}
  • True inclination to VP: ϕ=45\phi = 45^{\circ}

Step 1 — Lengths of front view and top view

The top view (plan) length is the horizontal projection of the true length, governed by the inclination to the HP:

TV=TLcosθ=70cos30=70×0.8660=60.62mmTV = TL\cos\theta = 70\cos 30^{\circ} = 70 \times 0.8660 = 60.62\,\text{mm}

The front view (elevation) length is the vertical-plane projection, governed by the inclination to the VP:

FV=TLcosϕ=70cos45=70×0.7071=49.50mmFV = TL\cos\phi = 70\cos 45^{\circ} = 70 \times 0.7071 = 49.50\,\text{mm}

Step 2 — Vertical extents (used to verify the apparent angles)

The difference in heights of the two ends (projection onto a vertical line):

Δh=TLsinθ=70sin30=70×0.5=35.00mm\Delta h = TL\sin\theta = 70\sin 30^{\circ} = 70 \times 0.5 = 35.00\,\text{mm}

The difference in distances from VP (projection onto a line perpendicular to VP):

Δd=TLsinϕ=70sin45=70×0.7071=49.50mm\Delta d = TL\sin\phi = 70\sin 45^{\circ} = 70 \times 0.7071 = 49.50\,\text{mm}

Step 3 — Apparent angles

Apparent angle of the front view α\alpha (front view makes this angle with the XY line):

tanα=ΔhFV=35.0049.50=0.7071α=35.26\tan\alpha = \frac{\Delta h}{FV} = \frac{35.00}{49.50} = 0.7071 \quad\Rightarrow\quad \alpha = 35.26^{\circ}

Apparent angle of the top view β\beta (top view makes this angle with the XY line):

tanβ=ΔdTV=49.5060.62=0.8165β=39.23\tan\beta = \frac{\Delta d}{TV} = \frac{49.50}{60.62} = 0.8165 \quad\Rightarrow\quad \beta = 39.23^{\circ}

(Check: a consistency relation for an oblique line is sin2θ+sin2ϕ=sin230+sin245=0.25+0.50=0.751\sin^2\theta + \sin^2\phi = \sin^2 30^\circ + \sin^2 45^\circ = 0.25 + 0.50 = 0.75 \le 1, so the configuration is physically valid.)

Step 4 — Construction procedure

        b'                          (elevation)
         \                          a'b' = 49.50 mm at alpha=35.26 deg to XY
          \
  a'-------\----------  apparent elevation
   |        \
 ---+---------+---------------- XY line
   |          \
  a ---------- b   (plan) a-b = 60.62 mm at beta=39.23 deg to XY
  1. Mark aa' at 15mm15\,\text{mm} above XY and aa at 20mm20\,\text{mm} below XY on the same projector.
  2. Auxiliary (true-length) step for FV: From aa' draw a line 70mm70\,\text{mm} long at 3030^{\circ} to XY; project its end down to fix the horizontal travel; the rotated final elevation aba'b' has length 49.50mm49.50\,\text{mm} at α=35.26\alpha = 35.26^{\circ}.
  3. Auxiliary step for TV: From aa draw a line 70mm70\,\text{mm} long at 4545^{\circ} to XY; the rotated final plan abab has length 60.62mm60.62\,\text{mm} at β=39.23\beta = 39.23^{\circ}.
  4. Both views share common projectors at AA and at BB.

Step 5 — Traces

Horizontal Trace (HT): point where the line, produced, meets the HP — found where the produced front view aba'b' crosses XY, then projected down onto the produced top view.

Using the elevation, the FV rises 35mm35\,\text{mm} over a horizontal run of 49.50mm49.50\,\text{mm} from aa' (which is 15mm15\,\text{mm} above XY). Extending downward from aa' to reach XY (00 height) needs a run of:

xHT=15tanα=150.7071=21.21mmx_{HT} = \frac{15}{\tan\alpha} = \frac{15}{0.7071} = 21.21\,\text{mm}

measured back from aa' along the line. The HT lies on the XY line in the elevation and is then projected onto the produced plan; HT distance in front of VP follows the plan geometry.

Vertical Trace (VT): point where the line, produced, meets the VP — found where the produced top view abab crosses XY, then projected up onto the produced front view. From aa (20mm20\,\text{mm} in front of VP), extending toward XY:

xVT=20tanβ=200.8165=24.50mmx_{VT} = \frac{20}{\tan\beta} = \frac{20}{0.8165} = 24.50\,\text{mm}

measured back from aa along the plan. The VT lies on XY in the plan and is projected up to the elevation.

Final Answers

  • Front view length FV=49.50mmFV = 49.50\,\text{mm}
  • Top view length TV=60.62mmTV = 60.62\,\text{mm}
  • Apparent angle α=35.26\alpha = 35.26^{\circ}, β=39.23\beta = 39.23^{\circ}
  • HT obtained by producing aba'b' to XY (about 21.2mm21.2\,\text{mm} from aa'); VT obtained by producing abab to XY (about 24.5mm24.5\,\text{mm} from aa).
projection-of-linestrue-lengthtraces
2long10 marks

A pentagonal prism with base edge 25mm25\,\text{mm} and axis length 60mm60\,\text{mm} rests on one of its rectangular faces on the HP. The axis is inclined at 4040^{\circ} to the VP. Draw the front view (elevation) and top view (plan) of the prism. Clearly explain the two-stage rotation method you use.

Given data

  • Pentagonal prism, base edge a=25mma = 25\,\text{mm}, axis length (prism height) =60mm= 60\,\text{mm}
  • Resting on a rectangular face on HP
  • Axis inclined 4040^{\circ} to VP

Key dimensions of the regular pentagon (base)

For a regular pentagon of side a=25mma = 25\,\text{mm}:

  • Circumradius R=a2sin36=252×0.5878=21.27mmR = \dfrac{a}{2\sin 36^{\circ}} = \dfrac{25}{2 \times 0.5878} = 21.27\,\text{mm}
  • Inradius (apothem) r=a2tan36=252×0.7265=17.20mmr = \dfrac{a}{2\tan 36^{\circ}} = \dfrac{25}{2 \times 0.7265} = 17.20\,\text{mm}
  • Width across (point-to-opposite-side) =R+r=38.47mm= R + r = 38.47\,\text{mm}

Stage 1 — Simple position (axis perpendicular to VP, a face on HP)

Because a rectangular face rests on the HP and the axis is initially perpendicular to the VP, the front view shows the true pentagon and the top view shows a rectangle.

  • Draw the pentagon in the FV with one edge (the resting face's edge) horizontal at the bottom, side 25mm25\,\text{mm}. Its overall height is R+r=38.47mmR + r = 38.47\,\text{mm}.
  • Project the top view: a rectangle of length =60mm= 60\,\text{mm} (axis) and width =25mm= 25\,\text{mm} (the resting face seen edge-on width corresponds to the pentagon's base edge along XY). The five corners of the pentagon give five horizontal lines in the plan.
  Stage 1 FV (true pentagon)      Stage 1 TV (rectangle)
         *                         +-----------------+
        / \                        |                 |
       *   *                       |   5 face lines  |  width 25
       |   |                       |                 |
       *---*                       +-----------------+
   base edge 25                       length 60

Stage 2 — Tilt the axis to 4040^{\circ} with the VP

The inclination to the VP is controlled in the top view:

  1. Redraw the top view rectangle so that the axis (its long centre line, 60mm60\,\text{mm}) makes 4040^{\circ} with the XY line, keeping the resting face on HP (so the plan keeps the same shape, just rotated).
  2. From each corner of the rotated plan, draw vertical projectors upward.
  3. From the Stage-1 front view, draw horizontal projectors (heights are unchanged because the solid still rests on the HP — the tilt is about a vertical axis).
  4. The intersections of corresponding projectors give the final front view, an inclined pentagonal prism shape.
  Stage 2 (final)
   FV: pentagon faces seen foreshortened, prism leaning
   ___________ XY ___________
   TV: rectangle rotated 40 deg to XY
        \
         \  axis at 40 deg
          \________

Why heights are preserved

Tilting the axis to the VP is a rotation about a vertical line. Vertical heights above the HP do not change, so all FV heights are carried straight across from Stage 1; only the horizontal (left-right) spread changes according to the rotated plan.

Final Answer

  • Pentagon dimensions: R=21.27mmR = 21.27\,\text{mm}, r=17.20mmr = 17.20\,\text{mm}, height =38.47mm= 38.47\,\text{mm}.
  • Stage 1: true pentagon in FV, 60×25mm60\times25\,\text{mm} rectangle in TV.
  • Stage 2: rotate the plan so the 60mm60\,\text{mm} axis is at 4040^{\circ} to XY, re-project upward keeping Stage-1 heights to obtain the final inclined views.
projection-of-solidspentagonal-prisminclined-axis
3long10 marks

An object has the following description: a rectangular base block 80mm80\,\text{mm} (length) ×50mm\times\,50\,\text{mm} (width) ×20mm\times\,20\,\text{mm} (height). Centred on top of this block sits a smaller square prism 30mm×30mm30\,\text{mm}\times30\,\text{mm} with height 40mm40\,\text{mm}. A 20mm\varnothing20\,\text{mm} vertical hole is drilled fully through the upper square prism along its axis. Draw the three principal orthographic views (front view, top view, side view) in first-angle projection and add overall dimensions.

Interpreting the object

  • Base block: 80×50×20mm80 \times 50 \times 20\,\text{mm} (L × W × H)
  • Top square prism: 30×30mm30 \times 30\,\text{mm} section, 40mm40\,\text{mm} tall, centred on the base.
  • Through hole: 20mm\varnothing 20\,\text{mm} vertical, full depth of the square prism (40mm40\,\text{mm}).
  • Total height =20+40=60mm= 20 + 40 = 60\,\text{mm}.

In first-angle projection the views are arranged: TOP view below the FRONT view, and the LEFT side view is placed on the right of the front view (object → plane → observer order; "view falls beyond the object").

Centring of the top prism

The 30mm30\,\text{mm} square sits centred on the 80×5080\times50 top, so margins are:

  • Along length: (8030)/2=25mm(80-30)/2 = 25\,\text{mm} each side.
  • Along width: (5030)/2=10mm(50-30)/2 = 10\,\text{mm} each side.

Front View (looking along the width / Y-direction)

Width seen = 80mm80\,\text{mm}, height seen = 60mm60\,\text{mm}.

   <------------ 80 ------------>
   .          ______             .   ^
   .         |      |            .   |  40 (prism)
   .         | ...  |  hole dashed.   |  (Ø20 shown as 2 dashed lines, 20 wide centred)
   ._________|______|___________.   v
   |                            |   ^ 20 (base)
   |____________________________|   v
   <------------ 80 ------------>
  • Base rectangle 80×2080 \times 20.
  • Square prism rectangle 30×4030 \times 40 centred (25mm25\,\text{mm} from each end).
  • Hole: two dashed vertical lines 20mm20\,\text{mm} apart, centred, running the 40mm40\,\text{mm} height of the prism (hidden in this view).

Top View (projected BELOW the front view in first angle)

Length seen = 80mm80\,\text{mm}, depth seen = 50mm50\,\text{mm}.

   <------------ 80 ------------>
    ____________________________   ^
   |        +----------+        |  |
   |        |   (O)    |        |  50   (O) = Ø20 hole, solid circle
   |        +----------+        |  |   square 30x30 centred
   |____________________________|  v
  • Outer rectangle 80×5080 \times 50.
  • Inner square 30×3030 \times 30 centred (2525 from ends, 1010 from front/back edges).
  • Circle 20\varnothing 20 at centre with centre lines (solid circle — the hole opening is visible from the top).

Left Side View (projected to the RIGHT of the front view in first angle)

Depth seen = 50mm50\,\text{mm}, height seen = 60mm60\,\text{mm}.

   <----- 50 ----->
      ___________      ^
     |   ....    |     |  40   (hole hidden -> dashed)
    _|___________|_    v
   |               |   ^ 20
   |_______________|   v
  • Base rectangle 50×2050 \times 20.
  • Prism rectangle 30×4030 \times 40, centred across the 5050 depth (10mm10\,\text{mm} each side).
  • Hole shown as dashed lines (hidden), 20mm20\,\text{mm} apart.

Dimensioning (overall)

FeatureDimension
Base length80mm80\,\text{mm}
Base width50mm50\,\text{mm}
Base height20mm20\,\text{mm}
Prism section30×30mm30 \times 30\,\text{mm}
Prism height40mm40\,\text{mm}
Hole20mm\varnothing 20\,\text{mm} THRU prism
Overall height60mm60\,\text{mm}

Final Answer

  • Three first-angle views drawn as above, total height 60mm60\,\text{mm}, top prism centred with 25mm25\,\text{mm} and 10mm10\,\text{mm} margins, 20\varnothing20 hole shown solid in top view and dashed (hidden) in front and side views.
orthographic-projectionfirst-anglemultiview
4long10 marks

A vertical cylinder of base diameter 50mm50\,\text{mm} and height 70mm70\,\text{mm} has a square hole of side 20mm20\,\text{mm} cut centrally and fully through it along the vertical axis. Draw the isometric view of the solid. Explain the isometric scale and compute the isometric (foreshortened) length corresponding to the 70mm70\,\text{mm} true height.

Given data

  • Cylinder: diameter D=50mmD = 50\,\text{mm} (radius R=25mmR = 25\,\text{mm}), height H=70mmH = 70\,\text{mm}
  • Central square through-hole, side 20mm20\,\text{mm}, vertical axis

Step 1 — Isometric scale

In a true isometric projection, edges parallel to the isometric axes are foreshortened. The ratio is:

Isometric length=True length×231  =  True length×0.8165\text{Isometric length} = \text{True length} \times \frac{2}{\sqrt{3}}^{-1}\;=\;\text{True length}\times 0.8165

More precisely the isometric scale factor is

k=23=0.8165.k = \sqrt{\frac{2}{3}} = 0.8165.

Thus an isometric drawing (using true lengths directly, scale 11) is larger than a true isometric projection (using k=0.8165k=0.8165). The drawn figure shape is identical; only the size differs.

Step 2 — Foreshortened height (true isometric projection)

Hiso=70×0.8165=57.16mmH_{iso} = 70 \times 0.8165 = 57.16\,\text{mm}

Similarly the diameter in true isometric projection =50×0.8165=40.82mm= 50 \times 0.8165 = 40.82\,\text{mm} and the square side =20×0.8165=16.33mm= 20 \times 0.8165 = 16.33\,\text{mm}.

(If an isometric drawing is asked, use the true values 7070, 5050, 20mm20\,\text{mm} directly.)

Step 3 — Constructing the circle (cylinder) in isometric — four-centre method

A circle of diameter 50mm50\,\text{mm} appears as an ellipse inscribed in the isometric rhombus of the bounding 50×5050\times50 square.

  1. Draw the isometric rhombus of the top face: sides 50mm50\,\text{mm} (drawing) at 3030^{\circ} to horizontal.
  2. Mark mid-points of the four sides.
  3. The two obtuse-angle corners are the centres of the larger arcs; lines from these corners to the opposite mid-points intersect to give the centres of the smaller arcs.
  4. Draw the four arcs to complete the ellipse (the isometric circle).

Step 4 — Build the solid

        ____
      /      \        top ellipse (Ø50)
     |  []    |       square hole (20) as a rhombus on top face
     |        |
      \      /        verticals 70 mm (or 57.16 mm in true iso)
     |        |
      \______/        bottom ellipse
  1. Draw the top ellipse by the four-centre method.
  2. Drop vertical edges of length 70mm70\,\text{mm} (drawing) at the extreme left and right tangent points.
  3. Draw the bottom ellipse (only the visible lower half/front portion).
  4. Square hole: on the top face draw the central isometric square (rhombus) of side 20mm20\,\text{mm}. Drop vertical lines from its corners; since the hole is through, the lower opening is hidden — show visible inner walls of the hole as seen from above.

Final Answer

  • Isometric scale factor k=2/3=0.8165k = \sqrt{2/3} = 0.8165.
  • Foreshortened height =70×0.8165=57.16mm= 70 \times 0.8165 = 57.16\,\text{mm} (use 70mm70\,\text{mm} if an isometric drawing is required).
  • Top/bottom circles drawn as ellipses by the four-centre method; central square hole drawn as a rhombus with vertical walls.
isometric-projectionisometric-scalecylinder
5long10 marks

A cone of base diameter 60mm60\,\text{mm} and axis height 75mm75\,\text{mm} stands vertically with its base on the HP. A section plane perpendicular to the VP and inclined at 4545^{\circ} to the HP cuts the cone, passing through the axis at a height of 35mm35\,\text{mm} above the base. Draw the sectional front view, the top view, and obtain the true shape of the section. Identify the conic curve produced.

Given data

  • Cone: base diameter 60mm60\,\text{mm} (R=30mmR = 30\,\text{mm}), axis height 75mm75\,\text{mm}
  • Section plane \perp VP, inclined 4545^{\circ} to HP, crossing the axis at 35mm35\,\text{mm} height

Step 1 — Identify the conic

The semi-apex angle of the cone:

tanα=RH=3075=0.4α=21.80.\tan\alpha = \frac{R}{H} = \frac{30}{75} = 0.4 \quad\Rightarrow\quad \alpha = 21.80^{\circ}.

The angle the generator makes with the base (HP) is

γ=90α=68.20.\gamma = 90^{\circ} - \alpha = 68.20^{\circ}.

The cutting plane is at 4545^{\circ} to the HP. Since the cutting-plane angle (4545^{\circ}) is less than the generator's inclination to the base (68.2068.20^{\circ}), i.e. the plane is steeper than a generator is allowed for a parabola but cuts only one nappe and does not equal the generator angle, the plane crosses all generators on one side: the section is an ELLIPSE.

Rule recap: If plane angle θ\theta to base satisfies θ<γ\theta < \gamma (the base angle of the generator) → ellipse; θ=γ\theta = \gamma → parabola; θ>γ\theta > \gamma → hyperbola. Here 45<68.2045^{\circ} < 68.20^{\circ}ellipse.

Step 2 — Locate the cutting line in the front view

In the FV the cone is a triangle, base 60mm60\,\text{mm} on XY, apex 75mm75\,\text{mm} up. The cutting line passes through the axis point at height 35mm35\,\text{mm}, inclined 4545^{\circ}.

The radius of the cone at height yy is

r(y)=R(1yH)=30(1y75).r(y) = R\left(1 - \frac{y}{H}\right) = 30\left(1-\frac{y}{75}\right).

The cutting line: y=35+(x)tan45y = 35 + (x)\tan45^{\circ} where xx is horizontal distance from the axis... Let us find the two extreme cut points along the axis plane of symmetry.

Lower end (toward base): moving from the axis a horizontal distance x1x_1 where the line meets the left generator. Left generator (in FV) goes from (30,0)(-30,0) to (0,75)(0,75): y=75+7530x=75+2.5xy = 75 + \frac{75}{30}x = 75 + 2.5x for x<0x<0. Cutting line through (0,35)(0,35) at 4545^{\circ} going down-left: y=35+xy = 35 + x (taking down-left as negative xx, the 4545^\circ line y35=(x0)y-35 = (x-0) with slope +1+1, so toward x<0x<0, y<35y<35). Set 35+x=75+2.5x40=1.5xx=26.67mm35 + x = 75 + 2.5x \Rightarrow -40 = 1.5x \Rightarrow x = -26.67\,\text{mm}, giving y=3526.67=8.33mmy = 35 - 26.67 = 8.33\,\text{mm}.

Upper end (toward apex): right generator from (30,0)(30,0) to (0,75)(0,75): y=752.5xy = 75 - 2.5x for x>0x>0. Cutting line y=35+xy = 35 + x. Set 35+x=752.5x3.5x=40x=11.43mm35 + x = 75 - 2.5x \Rightarrow 3.5x = 40 \Rightarrow x = 11.43\,\text{mm}, y=46.43mmy = 46.43\,\text{mm}.

So the cut line in the FV runs from (26.67,8.33)(-26.67,\,8.33) to (11.43,46.43)(11.43,\,46.43).

Length of the cut in the FV (the major-axis projection / apparent length):

L=(11.43(26.67))2+(46.438.33)2=38.102+38.102=38.102=53.88mm.L = \sqrt{(11.43-(-26.67))^2 + (46.43-8.33)^2} = \sqrt{38.10^2 + 38.10^2} = 38.10\sqrt2 = 53.88\,\text{mm}.

This 53.88mm53.88\,\text{mm} is the true major axis of the ellipse (it lies in the VP-perpendicular plane, seen in true length in the FV because the plane is \perp VP).

Step 3 — Section points by cutting-plane / horizontal sections

Divide the base circle (top view) into 1212 equal generators. Each generator in the FV is a line from apex to a base point. Where each generator meets the cut line gives a section point; project these to the top view and then to a true-shape auxiliary view.

The minor axis equals the chord of the cone at the mid-height of the cut. Mid-height ym=(8.33+46.43)/2=27.38mmy_m = (8.33+46.43)/2 = 27.38\,\text{mm}, where the cone radius is

r(27.38)=30(127.3875)=30×0.6349=19.05mm.r(27.38) = 30\left(1-\frac{27.38}{75}\right) = 30 \times 0.6349 = 19.05\,\text{mm}.

So the minor axis 2×19.05=38.10mm\approx 2 \times 19.05 = 38.10\,\text{mm} (the full width of the cone at the cut's mid-height).

Step 4 — True shape

Project the cut points perpendicular to the cutting line (auxiliary view) to get the true shape — an ellipse with:

  • Major axis =53.88mm= 53.88\,\text{mm}
  • Minor axis 38.10mm\approx 38.10\,\text{mm}
  FV (triangle, cut at 45 deg)        True shape
        /\                              ___
       /  \   cut line                /     \
      /----\----                     |       |   ellipse
     /      \                         \_____/
    /________\                      major 53.88, minor 38.10

Final Answer

  • The section is an ELLIPSE (plane at 4545^{\circ} < base-generator angle 68.2068.20^{\circ}).
  • Cut in FV from (26.67,8.33)(-26.67, 8.33) to (11.43,46.43)mm(11.43, 46.43)\,\text{mm}, length 53.88mm53.88\,\text{mm}.
  • True shape: ellipse, major axis =53.88mm= 53.88\,\text{mm}, minor axis 38.10mm\approx 38.10\,\text{mm}.
sectioningconesection-plane
B

Section B: Short Answer Questions

Attempt all questions.

6 questions
6short4 marks

State the recommended height-to-width and stroke-thickness proportions for single-stroke vertical Gothic capital lettering as per IS/BIS conventions. For a letter of height 14mm14\,\text{mm} of type B lettering, compute the stroke thickness, the spacing between two adjacent letters, and the minimum spacing between two words.

Lettering proportions (single-stroke vertical, BIS / IS 9609)

Two standard families are defined by the ratio of line thickness dd to height hh:

TypeLine thickness ddLetter spacing aaWord spacing eeMin line spacing bb
Ah/14h/142d2d6d6d25d/1425d/14
Bh/10h/102d2d6d6d25d/1025d/10

General capital width is about 610h\tfrac{6}{10}h (most letters) with h:w10:6h:w \approx 10:6 for type B.

Computation for type B, h=14mmh = 14\,\text{mm}

Stroke thickness:

d=h10=1410=1.4mmd = \frac{h}{10} = \frac{14}{10} = 1.4\,\text{mm}

Spacing between two adjacent letters:

a=2d=2×1.4=2.8mma = 2d = 2 \times 1.4 = 2.8\,\text{mm}

Minimum spacing between two words:

e=6d=6×1.4=8.4mme = 6d = 6 \times 1.4 = 8.4\,\text{mm}

Final Answer

  • Type B: d=h/10d = h/10, letter spacing =2d= 2d, word spacing =6d= 6d.
  • For h=14mmh = 14\,\text{mm}: stroke d=1.4mmd = 1.4\,\text{mm}, letter spacing =2.8mm= 2.8\,\text{mm}, word spacing =8.4mm= 8.4\,\text{mm}.
letteringinstrumentsdrawing-standards
7short5 marks

Construct an ellipse having a major axis of 100mm100\,\text{mm} and a minor axis of 60mm60\,\text{mm} using the concentric-circles method. List the steps and compute the coordinates of the ellipse point corresponding to the 3030^{\circ} generator angle.

Given data

  • Major axis 2a=100mma=50mm2a = 100\,\text{mm} \Rightarrow a = 50\,\text{mm}
  • Minor axis 2b=60mmb=30mm2b = 60\,\text{mm} \Rightarrow b = 30\,\text{mm}

Concentric-circles method — steps

  1. Draw the major axis AB=100mmAB = 100\,\text{mm} and minor axis CD=60mmCD = 60\,\text{mm}, intersecting at centre OO.
  2. With centre OO, draw the major auxiliary circle of radius a=50mma = 50\,\text{mm} and the minor auxiliary circle of radius b=30mmb = 30\,\text{mm}.
  3. Divide both circles into a number of equal parts using radial lines (e.g. every 3030^{\circ}, giving 1212 divisions).
  4. From each point on the outer circle, draw a line parallel to the minor axis (vertical).
  5. From the corresponding point on the inner circle, draw a line parallel to the major axis (horizontal).
  6. Their intersection is a point on the ellipse. Repeat for all radial lines and join smoothly.

Coordinates at radial angle θ=30\theta = 30^{\circ}

The parametric equations are:

x=acosθ,y=bsinθ.x = a\cos\theta, \qquad y = b\sin\theta.

At θ=30\theta = 30^{\circ}:

x=50cos30=50×0.8660=43.30mmx = 50\cos 30^{\circ} = 50 \times 0.8660 = 43.30\,\text{mm} y=30sin30=30×0.5=15.00mmy = 30\sin 30^{\circ} = 30 \times 0.5 = 15.00\,\text{mm}

Verification (point lies on the ellipse):

x2a2+y2b2=43.302502+152302=1874.92500+225900=0.75+0.25=1.00  \frac{x^2}{a^2} + \frac{y^2}{b^2} = \frac{43.30^2}{50^2} + \frac{15^2}{30^2} = \frac{1874.9}{2500} + \frac{225}{900} = 0.75 + 0.25 = 1.00 \;\checkmark
        C
     ___|___        outer R=50, inner R=30
   /    |    \   . P(43.30, 15.00)
  A-----O-----B
   \    |    /
     ---|---
        D

Final Answer

  • Steps of concentric-circles method as listed above.
  • Point at 3030^{\circ}: (x,y)=(43.30, 15.00)mm(x, y) = (43.30,\ 15.00)\,\text{mm}, verified on the ellipse.
geometric-constructionellipseconcentric-circles
8short5 marks

A point PP is 25mm25\,\text{mm} above the HP and 40mm40\,\text{mm} behind the VP. A point QQ is 30mm30\,\text{mm} below the HP and 20mm20\,\text{mm} in front of the VP. State the quadrant of each point and describe the positions of their front views (pp', qq') and top views (pp, qq) relative to the XY line, giving distances.

Recall — the four quadrants

QuadrantPosition w.r.t. HPPosition w.r.t. VP
IAboveIn front
IIAboveBehind
IIIBelowBehind
IVBelowIn front

Convention: front view (elevation) distance above/below XY = distance above/below HP; top view (plan) distance below/above XY = distance in front of / behind VP. In the standard layout, "above HP" → pp' above XY, "in front of VP" → pp below XY.

Point P — 25mm25\,\text{mm} above HP, 40mm40\,\text{mm} behind VP

Above HP and behind VP → Second quadrant (II).

  • Front view pp': 25mm25\,\text{mm} above the XY line.
  • Top view pp: behind VP, so in the rotated layout the plan also goes above XY, at 40mm40\,\text{mm} above XY.
  • In the second quadrant both views lie above the XY line (a characteristic check).

Point Q — 30mm30\,\text{mm} below HP, 20mm20\,\text{mm} in front of VP

Below HP and in front of VP → Fourth quadrant (IV).

  • Front view qq': 30mm30\,\text{mm} below the XY line.
  • Top view qq: in front of VP → plan lies below XY, at 20mm20\,\text{mm} below XY.
  • In the fourth quadrant both views lie below the XY line.
            p (40 above)
            p'(25 above)
  __________|__________ XY
            q'(30 below)
            q (20 below)

Final Answer

  • P is in Quadrant II: pp' is 25mm25\,\text{mm} above XY; pp is 40mm40\,\text{mm} above XY (both above).
  • Q is in Quadrant IV: qq' is 30mm30\,\text{mm} below XY; qq is 20mm20\,\text{mm} below XY (both below).
projection-of-pointsquadrantscoordinates
9short5 marks

A regular hexagonal lamina of side 30mm30\,\text{mm} rests on one of its edges on the HP with its surface inclined at 5050^{\circ} to the HP. Describe the two-stage method to draw its projections and compute the apparent (foreshortened) width of the hexagon's top view at the inclined position.

Given data

  • Regular hexagon, side a=30mma = 30\,\text{mm}, resting on an edge on HP
  • Surface inclined 5050^{\circ} to HP

Key dimensions of the hexagon

  • Width across flats (edge to opposite edge) =a3=30×1.7321=51.96mm= a\sqrt3 = 30 \times 1.7321 = 51.96\,\text{mm}
  • Width across corners =2a=60mm= 2a = 60\,\text{mm}

Resting on an edge, the dimension perpendicular to that edge (across flats) =51.96mm= 51.96\,\text{mm}.

Stage 1 — Surface parallel to HP

The lamina lies flat on the HP:

  • Top view: true-shape hexagon, side 30mm30\,\text{mm} (across flats 51.96mm51.96\,\text{mm}), one edge on XY.
  • Front view: a straight horizontal line on XY (the lamina seen edge-on), length =60mm= 60\,\text{mm} (across corners) along XY.

Stage 2 — Tilt the surface to 5050^{\circ} with the HP

Inclination to the HP is set in the front view:

  1. Redraw the Stage-1 front view (a line) tilted at 5050^{\circ} to XY, keeping the resting edge on XY.
  2. Project each corner up from the new (tilted) front view and across from the Stage-1 top view.
  3. Intersections give the new top view — a foreshortened hexagon.

Foreshortened width of the top view

The dimension perpendicular to the hinge edge (across flats, 51.96mm51.96\,\text{mm}) is foreshortened in the plan by cos50\cos 50^{\circ}:

wTV=51.96×cos50=51.96×0.6428=33.40mmw_{TV} = 51.96 \times \cos 50^{\circ} = 51.96 \times 0.6428 = 33.40\,\text{mm}

The dimension along the hinge edge (the 60mm60\,\text{mm} across-corners direction parallel to XY) is unchanged at 60mm60\,\text{mm} in the plan.

 Stage 1 TV (true hexagon)   Stage 2 FV (line at 50 deg)   Stage 2 TV (foreshortened)
      ____                          /                          ____
    /      \                       /  50 deg                  /     \   width 33.40
    \______/                  ____/____ XY                    \_____/
  across flats 51.96                                       along XY still 60

Final Answer

  • Stage 1: true hexagon plan + edge-line elevation. Stage 2: tilt elevation to 5050^{\circ}, re-project to get foreshortened plan.
  • Apparent top-view width (across flats) =51.96cos50=33.40mm= 51.96\cos 50^{\circ} = 33.40\,\text{mm}; the along-XY dimension stays 60mm60\,\text{mm}.
projection-of-planestrue-shapeinclined-plane
10short5 marks

Explain the conventions for sectioning in engineering drawing: the cutting-plane line, the direction of section hatching, hatch angle and spacing, and the rule for two adjacent parts in an assembly. Also state two machine parts that are conventionally NOT sectioned even when the cutting plane passes through them.

Sectioning conventions

1. Cutting-plane line

A long chain line (long dash – short dash) thick at the ends and at changes of direction, thin in between, with arrows at the ends showing the direction of viewing. Labelled with capital letters, e.g. AAA\text{–}A.

2. Section (hatching) lines

  • Drawn as thin continuous lines over the cut material.
  • Standard inclination is 4545^{\circ} to the principal outline / main axis of the part.
  • They are uniformly spaced; typical spacing 1mm1\,\text{mm} to 3mm3\,\text{mm} depending on the size of the sectioned area (the larger the area, the wider the spacing).

3. Adjacent parts in an assembly

  • When two adjacent parts are sectioned, the hatching of one is drawn at 4545^{\circ} one way and the adjacent part at 4545^{\circ} the opposite way (or at a different angle such as 30/6030^{\circ}/60^{\circ}), or with different spacing, so the boundary between parts is clear.
  • The same part keeps the same direction and spacing of hatching in all its sectioned areas across all views.

4. Thin sections

Very thin sections (gaskets, sheet metal) may be filled solid (blacked in).

Parts NOT sectioned (even if the plane passes through them)

Conventionally shown un-hatched because sectioning gives no useful information and may mislead:

  • Shafts, bolts, nuts, screws, studs, rivets (solid fasteners along their axis)
  • Keys, cotters, pins
  • Ribs and webs (when the plane passes longitudinally through them)
  • Spokes of wheels/pulleys, gear teeth, balls and rollers of bearings

Final Answer (two required examples)

  • Cutting-plane line: chain line thick at ends, arrows = viewing direction, lettered AAA\text{–}A.
  • Hatching: thin lines at 4545^{\circ}, uniform 13mm1\text{–}3\,\text{mm} spacing; adjacent parts hatched in opposite directions/different spacing; same part identical in all views.
  • Two parts NOT sectioned: a bolt (or shaft) and a rib/web (also keys, nuts, rivets).
sectioninghatchingconventions
11short6 marks

(a) Describe the general method to inscribe a regular polygon of nn sides in a circle, and use it to find the interior angle and the central (subtended) angle of a regular heptagon (7 sides).

(b) Construct a plain scale to show metres and decimetres, of representative fraction (RF) =1:50= 1:50, long enough to measure up to 6m6\,\text{m}. Compute the length of the scale and the value of one main division.

Part (a) — Regular polygon in a circle

General method (general/central-angle method)

  1. Draw the circle of given radius, mark the centre OO.
  2. The chord (side) subtends a central angle =360n= \dfrac{360^{\circ}}{n} at OO.
  3. Starting from any point on the circle, step off this central angle nn times with radial lines; the intersections with the circle are the polygon's vertices.
  4. Join consecutive vertices.

Heptagon (n=7n = 7)

Central (subtended) angle:

3607=51.43\frac{360^{\circ}}{7} = 51.43^{\circ}

Interior angle:

(n2)×180n=5×1807=9007=128.57\frac{(n-2)\times 180^{\circ}}{n} = \frac{5 \times 180^{\circ}}{7} = \frac{900^{\circ}}{7} = 128.57^{\circ}

Check: interior + exterior =128.57+51.43=180 = 128.57^{\circ} + 51.43^{\circ} = 180^{\circ}\ \checkmark (exterior angle = central angle = 51.4351.43^{\circ}).

Part (b) — Plain scale, RF =1:50= 1:50, up to 6m6\,\text{m}

Length of the scale (length of the scale line on paper)

L=RF×max length=150×6m=150×6000mm=120mm=12cmL = \text{RF} \times \text{max length} = \frac{1}{50} \times 6\,\text{m} = \frac{1}{50} \times 6000\,\text{mm} = 120\,\text{mm} = 12\,\text{cm}

Main divisions

Measure up to 6m6\,\text{m} → divide the 120mm120\,\text{mm} line into 6 equal main divisions, each representing 1m1\,\text{m}:

one main division=120mm6=20mm    (=1m on the object).\text{one main division} = \frac{120\,\text{mm}}{6} = 20\,\text{mm} \;\;(=1\,\text{m on the object}).

Sub-divisions (decimetres)

Divide the first main division into 10 equal parts, each representing 1dm=0.1m1\,\text{dm} = 0.1\,\text{m}:

one sub-division=20mm10=2mm    (=1dm).\text{one sub-division} = \frac{20\,\text{mm}}{10} = 2\,\text{mm}\;\;(=1\,\text{dm}).

Mark 00 at the start of the second main division; metres to the right, decimetres to the left.

  dm |        metres ->
  10 0   1   2   3   4   5
  |||||___|___|___|___|___|
   <-20-> each main div = 1 m = 20 mm
  total length 120 mm, range 0..6 m

Final Answer

  • Heptagon: central angle =51.43= 51.43^{\circ}, interior angle =128.57= 128.57^{\circ}.
  • Plain scale length =120mm= 120\,\text{mm} (12 cm); 6 main divisions of 20mm=1m20\,\text{mm} = 1\,\text{m} each; first division split into 10 parts of 2mm=1dm2\,\text{mm} = 1\,\text{dm} each.
geometric-constructionpolygonscales

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