# Mechanical Technology Grade 12 NSC November 2018 Memo (Eng)

> Grade 12 Mechanical Technology memorandum from the NSC November Exam 2018 (English), 20 pages. Read online or download the free PDF.

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- Updated: 2026-09-27
- Subject: Mechanical Technology
- Grade: Grade 12
- Document type: Memorandum
- Year: 2018
- Exam period: NSC November Exam
- Curriculum: CAPS
- Pages: 20

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## About this document

Mechanical Technology · Grade 12 · NSC November Exam · 2018. Memorandum, 20 pages. Read online or download the PDF.

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                                NATIONAL
                           SENIOR CERTIFICATE

                                   GRADE 12

        MECHANICAL TECHNOLOGY: WELDING AND METALWORK

                                 NOVEMBER 2018

                             MARKING GUIDELINES

MARKS: 200

            These marking guidelines consist of 19 pages and Annexure A.

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                                     NSC – Marking Guidelines

QUESTION 1: MULTIPLE-CHOICE QUESTIONS (GENERIC)

1.1       A                                                                                  (1)

1.2       C                                                                                  (1)

1.3       A                                                                                  (1)

1.4       B                                                                                  (1)

1.5       D                                                                                  (1)

1.6       A                                                                                  (1)

                                                                TOTAL QUESTION 1:             [6]

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QUESTION 2: SAFETY (GENERIC)

2.1       Angle grinder: (Before using)
            • The safety guard must be in place before starting. 
            • Protective shields must be placed around the object being grinded
                to protect the people around. 
            • Use the correct grinding disc for the job. 
            • Make sure that there are no cracks in the disc before you start. 
            • Protective clothing and eye protection are essential. 
            • Check electrical outlets and cord/plugs for any damages. 
            • Ensure that lockable switch is disengaged. 
            • Ensure that the disc and the nut are well secured. 
            • Ensure that the removable handle is secured. 
            • Remove all flammable material from the area. 
            • Secure the work piece. 
                                                                       (Any 2 x 1)            (2)

2.2       Welding goggles:
            • To protect your eyes against sparks 
            • To protect your eyes against heat 
            • To be able to see where to weld 
            • To protect your eyes from UV rays / bright light 
            • To protect your eyes from smoke 
                                                                        (Any 2 x 1)           (2)

2.3       PPE for Hydraulic press:
            • Overall 
            • Safety shoes 
            • Safety goggle 
            • Leather gloves 
            • Leather apron 
            • Face shield 
                                                                        (Any 2 x 1)           (2)

2.4       Workshop layouts:
             • Process layout 
             • Product layout                                                                (2)

2.5       Employer’s responsibility regarding first-aid:
            • Provision of first-aid equipment 
            • First aid training 
            • First-aid services by qualified personnel 
            • Any first aid procedures 
            • Display first aid safety signs 
            • First aid personnel must be identified by means of arm bands or
               relevant personal signage 
                                                                   (Any 2 x 1)                (2)

                                                                TOTAL QUESTION 2:        [10]
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QUESTION 3: MATERIALS (GENERIC)

3.1       Bending test:
            • Ductility 
            • Malleability 
            • Brittleness 
            • Flexibility 
                                                                         (Any 1 x 2)            (2)

3.2       Heat-treatment:

          3.2.1       Annealing:
                        • To relieve internal stresses 
                        • To soften the steel 
                        • To make the steel ductile 
                        • To refine the grain structure of the steel 
                        • To reduce the brittleness of the steel 
                                                                         (Any 2 x 1)            (2)

          3.2.2       Case hardening:
                        • To produce a wear resistant surface  and it must be
                            tough enough internally  at the core to withstand the
                            applied loads.
                        • Hard case  and tough core. 
                                                                       (Any 1 x 2)              (2)

3.3       Tempering process:
            • To reduce  the brittleness  caused by the hardening process.
            • Relieve  strain  caused during hardening process.
            • Increase  the toughness  of the steel.
                                                                     (Any 1 x 2)                (2)

3.4       Factors for heat-treatment processes:
             • Heating temperature / Carbon content 
             • Soaking (Time period at temperature) / Size of the work piece 
             • Cooling rate / Quenching rate                                                   (3)

3.5       Hardening of steel:
             • Steel is heated to 30 – 50°C above the higher critical temperature.
               (AC 3 ) 
             • It is then kept at that temperature to ensure (soaking) that the whole
               structure is Austenite. 
             • The steel is then rapidly cooled by quenching it in clean water, brine
               or oil.                                                                         (3)

                                                                TOTAL QUESTION 3:          [14]

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                                     NSC – Marking Guidelines

QUESTION 4: MULTIPLE-CHOICE QUESTIONS (SPECIFIC)

4.1       B                                                                                  (1)

4.2       A                                                                                  (1)

4.3       B                                                                                  (1)

4.4       B                                                                                  (1)

4.5       A                                                                                  (1)

4.6       B                                                                                  (1)

4.7       D                                                                                  (1)

4.8       D                                                                                  (1)

4.9       C                                                                                  (1)

4.10      C                                                                                  (1)

4.11      A                                                                                  (1)

4.12      D                                                                                  (1)

4.13      B                                                                                  (1)

4.14      B                                                                                  (1)

                                                                TOTAL QUESTION 4:        [14]

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                                     NSC – Marking Guidelines

QUESTION 5: TERMINOLOGY (TEMPLATES) (SPECIFIC)

5.1       Template loft:
          The template loft is separated from the workshop because…
             • it is quieter. 
             • the lighting is better. 
             • all equipment is at hand. 
             • it is a permanent base. 
             • marking on the floor enhance accuracy. 
                                                                                  (Any 2 x 1)                   (2)

5.2       Purpose of purlins:
             • The purlins support  the roof covering 
             • Stabilizes  the trusses. 
                                                                                  (Any 1 x 2)                   (2)

5.3       A steel ring calculation:

          5.3.1       Dimensions of the required material:

                      Mean diameter = Outside diameter − plate thickness 
                                    = 880 − 50                           
                                    = 830 mm                             

                      Mean circurmference π
                                          = × Mean diameter                          
                                          π
                                          = × 830                                    
                                          = 2607,52mm                                

                      2608 mm of 50 x 50 mm  square steel bar is required to
                      fabricate the ring.                                                                       (7)

          5.3.2

                                                                                       880
                                                                                               

                                                                     830
                                                                           
                                                 
                           
                          50

                                                                Mean diameter
                       Material

                                                                                Outside diameter
                       thickness

                                                                                                                (4)

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5.4       Resistance weld symbols:

          5.4.1       Spot weld                                                              (1)

          5.4.2       Seam weld                                                              (1)

5.5       Welding symbols:
            A. Tail 
            B. Weld symbol (Fillet weld) 
            C. Pitch of weld 
            D. Site weld 
            E. Arrow 
            F. Weld all round                                                                (6)

                                                                TOTAL QUESTION 5:        [23]

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                                     NSC – Marking Guidelines

QUESTION 6: TOOLS AND EQUIPMENT (SPECIFIC)

6.1.      Working Principles:

          6.1.1       Guillotine:
                        • A bottom cutting blade is fixed horizontally. 
                        • With a top cutting blade moving downwards. 
                        • It is driven by an electric motor, flywheel, gearbox and
                            axle  by eccentric motion / action / hydraulic action. 
                                                    OR
                        • It is activated manually by foot  with lever action.                (4)

          6.1.2       Bending rolls:
                         • A bending roll has two fixed rollers next to each other
                            rotating in unison (Manually or Electrical motor). 
                         • A third roller is adjustable, moving in between the two
                            rollers. 
                         • The third roller applies downward pressure onto the
                            metal. 
                         • That causes the metal to deflect and ultimately form the
                            round shape desired.                                               (4)

6.2.      Regulators on gas cylinders:
          Regulators reduce  the cylinder pressure  to operating or working
          pressure.                                                                            (3)

6.3       Press machine:
             • The press machine is used for installing  or removing 
                components on mechanical devices / machines. 
             • To press  profiles  onto material 
                                                               (Any 1 x 3)                      (3)

6.4       MIGS/MAGS welding process:
          A – Weld pool / weld bead / molten metal 
          B – Electrode wire / electrode 
          C – Gas shroud / electrical contact / nozzle / contact tip 
          D – Shielding gas                                                                    (4)

                                                                  TOTAL QUESTION 6:            [18]

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                                     NSC – Marking Guidelines

QUESTION 7: FORCES (SPECIFIC)

7.1       Forces in members:
          SCALE: Vector diagram 1 mm = 5 N

                                      200 N                300 N
                                                   B
                                                                        
                                  A                F                C
                                       E                    G

                              225 N                D                275 N

                                                                

                                           
                                                       

                                               

                                                                

                     MEMBER                MAGNITUDE                    NATURE
                       AE                    260 N                     STRUT 
                       BF                    135 N                     STRUT 
                       CG                   317,5 N                    STRUT 
                       FG                    27,5 N                    STRUT 
                       ED                    130 N                      TIE 
                       EF                    27,5 N                     TIE 
                       GD                    160 N                      TIE                        (20)

          NOTE:
          Use a tolerance of 2 mm + and – on the vector diagram.
          = a tolerance of 10 N + and – on the answer.

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                                     NSC – Marking Guidelines

7.2       Bending moments:

                           8 kN                    4 kN                 6 kN

                  A            B                        C                    D         E

                      2m                3m                       3m              2m
               RL                                                                     RR

          7.2.1        Moments about RR
                                              
                       RL × 10 = (8 × 8 ) + (4 × 5 ) + (6 × 2)
                                 96
                           RL =           
                                 10
                           RL = 9,6kN 
                       Moments about RL
                                              
                       RR × 10 = (6 × 8 ) + (4 × 5 ) + (8 × 2)
                                 84
                          RR =            
                                 10
                          RR = 8,4kN                                                                      (8)

          7.2.2        Bending moments at point A, B, C, D and E:
                        Scale 2 mm = 1 kN.m
                       Moment at A = 0 kN.m 
                                 B = RL × 2 = 19,2 kN.m 
                                 C = (RL × 5 ) − (8 × 3 ) = 24 kN.m 
                                 D = (RL × 8 ) − (8 × 6 ) − (4 × 3 ) = 16,8 kN.m 
                                 E = (RL × 10 ) − (8 × 8 ) − (4 × 5 ) − (6 × 2) = 0 kN.m                  (5)

          7.2.3

                                                                                                           (5)

          NOTE:
          Use a tolerance of 2 mm + and – on the bending moment diagram.
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                                     NSC – Marking Guidelines

7.3       Stress and strain:
                π 2
              A=d           
                    4
                π         2
              A = (0,02)          
                      4
              A = 0,314 × 10 −3 m2     

                  Load
          Stress =
                  Area                   
           Load = Stress × Area
                                 
                     (      ) (
           Load = 80 × 106 × 0,314 × 10 −3   )
           Load = 25,133 kN                                                                  (7)

                                                                TOTAL QUESTION 7:        [45]

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                                     NSC – Marking Guidelines

QUESTION 8: JOINING METHODS (WELD INSPECTION) (SPECIFIC)

8.1       Factors to be observed during oxy-acetylene welding:
             • Correct flame for the work on hand. 
             • Correct angle of welding torch and welding rod. 
             • Depth penetration and amount of fusion. 
             • The rate of progress along the joint. 
             • The distance of the nozzle from the parent metal. 
                                                                     (Any 2 x 1)           (2)

8.2       Abbreviation 'HAZ':
          Heat Affected Zone                                                              (1)

8.3       Causes of weld defects:

          8.3.1       Spatter:
                        • Disturbance in the molten weld pool. 
                        • Too low welding voltages. 
                        • Too high welding current / amps. 
                        • Inadequate shielding gas flow. 
                        • Too fast travel speed 
                        • Arc length too long 
                        • Wet electrode 
                        • Wrong polarity 
                        • Arc length too short 
                        • Wrong included electrode angle 
                        • Wrong electrode used 
                        • Arc blow 
                                                                     (Any 2 x 1)           (2)

          8.3.2       Undercutting:
                        • Too fast travel speed 
                        • Rapid solidification 
                        • Too low arc voltage 
                        • Arc length too long 
                        • Excessive welding current 
                        • Too slow movement over weld 
                        • Current / amps too high 
                        • Electrode too big 
                        • Wrong electrode 
                        • Wrong included electrode angle 
                        • Excessive weaving 
                        • Wrong joint design 
                                                                     (Any 2 x 1)           (2)

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          8.3.3       Incomplete penetration:
                         • Welding current too low 
                         • Too fast travel speed 
                         • Incorrect electrode angle 
                         • Poor edge preperation 
                         • Insufficient root gap 
                         • Electrode too big 
                         • Wrong electrode 
                         • No pre-heating done 
                         • Wrong shielding gas used 
                         • Too long arc 
                                                                            (Any 2 x 1)           (2)

8.4       Types of cracks:

          8.4.1       Transverse cracks:
                         • Pre-heating the base metal 
                         • Using lower strength consumables / welding rod 
                         • Slow cooling after welding 
                         • Use clamping device. 
                         • Weld toward the unrestrained side of the weld. 
                                                                         (Any 2 x 1)          (2)

          8.4.2       Centreline cracks:
                        • Ensure that width-to-depth ratio is 1:1. 
                        • Decrease the current to decrease excess penetration. 
                        • Decreasing welding voltage setting or slowing travel
                            speed to achieve a flat to convex weld surface. 
                        • Use clamping device. 
                                                                          (Any 2 x 1)         (2)

8.5       Differences between non-destructive and destructive tests:
              • Non-destructive test does not destroy the welded joint. 
              • Destructive test destroys the welded joint.                                      (2)

8.6       Ultrasonic test:
              • No defects will occurs during a ultrasonic test 
              • Detect internal  flaws as well as surface flaws. 
              • Porosity 
              • Slag inclusions 
              • Cracks 
                                                                            (Any 1 x 2)           (2)

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8.7       Nick break test for internal defects:
             • Slag inclusion 
             • Porosity 
             • Lack of fusing 
             • Oxidised metal 
             • Burned metal 
                                                                        (Any 2 x 1)           (2)

8.8       Machinability test:
             • To determine the hardness  and strength of the welded joint.
             • To determine  the machinability. 
                                                                    (Any 1 x 2)               (2)

8.9       Visual requirements of welds:
             • Shape of the profile 
             • Uniformity of the surface 
             • Overlap 
             • Free from any external defects 
             • Penetration bead 
             • Root groove 
                                                                        (Any 2 x 1)           (2)

                                                                TOTAL QUESTION 8:         [23]

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QUESTION 9: JOINING METHODS (STRESSES AND DISTORTION) (SPECIFIC)

9.1       Residual stress:
          Residual stresses are stresses that exist  in a metal after cooling /
          welding.                                                                            (2)

9.2       Factors affecting grain size:
             • The amount of cold work. 
             • The temperature and time of annealing process. 
             • The composition and constitution. 
             • The recrystallisation temperature of cold worked metal. 
             • The melting point. 
                                                                        (Any 2 x 1)            (2)

9.3       Quenching medias:
            • Oil 
            • Water 
            • Sand 
            • Air 
            • Brine / Salt water 
            • Lime 
            • Liquid salts 
            • Molten lead 
            • Ash 
                                                                        (Any 2 x 1)            (2)

9.4       Weld distortion:
            • Distortion in a weld results from the uneven expansion and
                contraction (warping)  of the weld metal  and adjacent base metal
                 during the heating and cooling cycle  of the welding process.               (4)

9.5       Factors that affect distortion and residual stress:
             • If the expansion that occurs when metal is heated is resisted  then
                deformation will occur. 
             • When contraction that occurs on cooling is resisted then a stress
                will be applied. 
             • If this applied stress causes movement  then distortion occurs. 
             • If the applied stress does not cause movement  then there will be
                residual stress in the welded joint. 
                                                                         (Any 2 x 2)           (4)

9.6       Result when metal is cooled rapidly:
             • Rapid cooling of metal results in large temperature differences 
                 between the internal and external areas  of the metal that set up
                 stresses,  which cause cracks  on the surface.
             • It will harden  and the grain structure  will change. 
                                                                         (Any 1 x 4)           (4)

                                                                TOTAL QUESTION 9:         [18]

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                                     NSC – Marking Guidelines

QUESTION 10: MAINTENANCE (SPECIFIC)

10.1      Reasons maintenance:
            • Promote cost saving 
            • Improves safety 
            • Increases equipment efficiency 
            • Fewer equipment failure 
            • Improves reliability of equipment 
                                                                          (Any 2 x 1)          (2)

10.2      Lockout on machines:
          To ensure that nobody can turn on the machine  while maintenance is
          being carried out.                                                                  (2)

10.3      Reasons for service records:
            • Assist in the monitoring of the condition of the machines. 
            • Assist in upholding warrantees. 
            • Assist in keeping a history of maintenance and repairs. 
                                                                          (Any 2 x 1)          (2)

10.4      Methods of reducing friction:
            • By reducing both drill speed and feed speed. 
            • By applying lubrication. (cutting fluid) 
            • Use the correct drill bit 
            • Drill a pilot hole 
                                                                          (Any 2 x 1)          (2)

                                                                TOTAL QUESTION 10:             [8]

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                                     NSC – Marking Guidelines

QUESTION 11: TERMINOLOGY (DEVELOPMENT) (SPECIFIC)

11.1      Use of transformers:
          Transformers are used to connect  ducting sections of dissimilar 
          shapes to each other.                                                         (3)

11.2      On-centre hopper:

                                                                                         (1)

          Off-centre hopper:

                                                                                         (1)

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                                     NSC – Marking Guidelines

11.3      Truncated cone:

          11.3.1      Base circumference:

                      Circumferenceπ
                                   = × Base diameter            
                                   π
                                   = ×1400                      
                                   = 4398,23 mm                                          (3)

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                                     NSC – Marking Guidelines

          11.3.2      Main radius (AC):

                      Triangles ABC and CED has the same shape:

                                  AC : DC = BC : EC
                                 AC BC
                            Thus    =             
                                 DC EC
                                       BC × DC
                      From where AC =                     
                                          EC

                                         Base Dia − 800
                               and CE =                              
                                                2
                                         1400 − 800
                                       =                         
                                              2
                                    CE = 300 mm       

                                   For : DC
                                 DC2 = DE2 + CE2             

                                    DC =   12002 + 3002          
                                  DC = 1236,93 mm            
                             rounded = 1237 mm

                                       BC × DC
                                   AC =
                                         EC
                                       700 × 1237
                                     =                    
                                           300
                                     = 2886,17 mm         
                             rounded = 2886 mm                                                (10)

          11.3.3      Small radius (AD):

                      AD = AC − DC 
                         = 2886 − 1237 
                      AD = 1649 mm (1649,24 mm)                                                  (3)

                                                                     TOTAL QUESTION 11:       [21]

                                                                          GRAND TOTAL:        200

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                                     NSC – Marking Guidelines

Annexure A
Question 7.1
 The CM need to redraw to check the scale
 and to photocopy it to a transparency.
                                                                      31.75 mm

                                                                      28.87 mm

                                                             60.00°
                                                                                 40.00 mm

                                          5.77 mm

                                                                      55.00 mm   60.00 mm

                                                     63.51 mm
                                                             60.00°

Question 7.2.3

                                                 48.00 mm
                                38.40 mm              33.60 mm

                                                    30.00 mm

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