# Technical Mathematics Grade 12 P2 Gauteng Mock 2023 Memo

> Grade 12 Technical Mathematics Paper 2 memorandum from the Gauteng Mock Exam 2023 (Afrikaans), 26 pages. Read online or download the free PDF.

- Page: https://www.hlayiso.com/library/grade-12-technical-mathematics-2023-gauteng-mock-exam-memorandum-paper-2-afrikaans/ad53fbdf-3326-4add-8f7e-fed7f23f3f43
- Updated: 2026-09-28
- Subject: Technical Mathematics
- Grade: Grade 12
- Language: Afrikaans
- Document type: Memorandum
- Year: 2023
- Exam period: Gauteng Mock Exam
- Paper: 2
- Curriculum: CAPS
- Pages: 26

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## About this document

Technical Mathematics · Grade 12 · Gauteng Mock Exam · 2023 · Afrikaans. Memorandum, 26 pages. Read online or download the PDF.

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### Page 1

PREPARATORY EXAMINATIONS
          VOORBEREIDENDE EKSAMEN
                    2023
                   MARKING GUIDELINES/
                     NASIENRIGLYNE
          TECHNICAL MATHEMATICS/TEGNIESE WISKUNDE
                     (PAPER/VRAESTEL 2)

26 pages/bladsye

                                   Marking Codes/Nasienkodes
     A     Accuracy/Akkuraatheid
     CA    Consistent accuracy/Volgehoue akkuraatheid
     M     Method/Metode
     R     Rounding/Afronding
     NPR   No penalty for rounding/Geen penalisering vir afronding nie
     NPU   No penalty for units omitted/Geen penalisering indien eenhede weggelaat nie
     SF    Simplification/Vereenvoudiging
     F     Substitution in correct formula/Vervanging in korrekte formule
     ST    Statement/Bewering
     ST/RE Statement and Reason/Bewering en Rede
     AO    Answer Only / Slegs antwoord

### Page 2

11092/23
NOTES:
• If a candidate answers a question TWICE, only mark the FIRST attempt.
• If a candidate has crossed out an attempt of a question and did not redo it, mark the crossed-out
  version.
• Consistent accuracy applies in all aspects of the marking guidelines.
NOTAS:
• Indien ŉ kandidaat ŉ vraag TWEE keer beantwoord, sien slegs die EERSTE poging na.
• As ŉ kandidaat ŉ poging van ŉ vraag deurgehaal het en dit nie oorgedoen het nie, sien die
  doodgetrekte weergawe na.
• Volgehoue akkuraatheid is deurgaans op alle aspekte van die nasienriglyne van toepassing.

QUESTION/VRAAG 1

1.1 𝐴𝐵 = √(𝑥 − 𝑥 )2 + (𝑦 − 𝑦 )2
            𝐵   𝐴       𝐵   𝐴

                                                                           ✓ SF                       A
     𝐴𝐵 = √(1 − (−3))2 + (3 − (−4))²

     𝐴𝐵 = √16 + 49

     𝐴𝐵 = √65                                                              ✓ √65                  CA

     𝐴𝐵 = 8, 06 units/eenhede                                              ✓ 8, 06                CA
                                                                            AO: Full marks        (3)
                                                                              AO: Volpunte
                                                                                      NPR
          𝑥𝐴 +𝑥𝐶 𝑦𝐴 +𝑦𝐶
1.2 M (          ;                   )
            2                2
           −3+3 −4−3                                                       ✓𝑥=0                       A
     = M(        ;               )
             2           2
                     1                   5                                 ✓ 𝑦 = −2,5              A
     = M (0; −2 2) or (0; − 2) or/of (0; −2,5)
                                                                                                  (2)
                                                   2

### Page 3

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1.3 𝑚𝐴𝐵 = 𝑦𝐵 − 𝑦𝐴
          𝑥 −𝑥𝐵       𝐴

          −4 − 3
    𝑚𝐴𝐵 =
          −3 − 1
                                                   7
          7                            ✓ 𝑚𝐴𝐵 = 4              A
    𝑚𝐴𝐵 =
          4
              7
    𝑦 − 3 = 4 (𝑥 − 1)
         7        7
    𝑦 = 4𝑥 − 4+ 3
                                             7         5      A
         7      5                      ✓ 𝑦 = 4𝑥 + 4
    𝑦= 𝑥+
         4      4
    for x – intercept, let y = 0
    vir x–afsnit, stel y = 0
        7    5                         ✓M                     A
    0=    𝑥+
        4    4
      7      5
    ∴ 𝑥=−
      4      4
                                                 5           CA
          5                            ✓ 𝑥 = −7
    𝑥=−
          7
         5
    𝐷 (− ; 0)
         7
    OR/OF                              OR/OF
           𝑦𝐵 − 𝑦𝐴
    𝑚𝐴𝐵 =
           𝑥𝐵 − 𝑥𝐴
           −4 − 3
    𝑚𝐴𝐵 =
           −3 − 1
                                                   7
           7                           ✓ 𝑚𝐴𝐵 = 4              A
    𝑚𝐴𝐵 =
           4
                                         7   3−0
    7 3−0                              ✓ 4 = 1−𝑥              A
      =
    4 1−𝑥
    7 − 7𝑥 = 12                        ✓S                    CA

    −7𝑥 = 5
                                                 5           CA
         5                             ✓ 𝑥 = −7
    𝑥=−
         7
        5                                                    (4)
    𝐷 (− ; 0)
        7

                                   3

### Page 4

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1.4 𝑚𝐵𝐶 = −2

    ∴ 𝑡𝑎𝑛𝜃 = −2                            ✓ SF            A

    𝑅𝑒𝑓. ∠ = 63,43°

    𝜃 = 180° − 63,43°

    = 116,57°                              ✓ 116,57°       CA
                                                           (2)
1.5 𝑦 = −2𝑥 + 5….          
    𝑥2 + 𝑦2 = 𝑟2

    𝑥 2 + 𝑦 2 = (√5)2

    𝑥 2 + 𝑦 2 = 5…                        ✓ 𝑥2 + 𝑦2 = 5   A

    Subst.  in  or/of Verv.  in 

    𝑥 2 + (−2𝑥 + 5)2 = 5                   ✓ SF            CA

    𝑥 2 + 4𝑥 2 − 20𝑥 + 25 = 5

    5𝑥 2 − 20𝑥 + 20 = 0

    𝑥 2 − 4𝑥 + 4 = 0                       ✓S              CA

    (𝑥 − 2)(𝑥 − 2) = 0

    𝑥=2                                    ✓𝑥=2            CA

    OR/OF                                  OR/OF

                                       4

### Page 5

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𝑆(𝑥; −2𝑥 + 5)                        ✓ (𝑥; −2𝑥 + 5)      A

𝑥 2 + 𝑦 2 = (𝑂𝑆)2

𝑥 2 + (−2𝑥 + 5)2 = (√5)2             ✓ SF                A

𝑥 2 + 4𝑥 2 − 20𝑥 + 25 = 5

5𝑥 2 − 20𝑥 + 20 = 0

𝑥 2 − 4𝑥 + 4 = 0                     ✓S                 CA

(x – 2 (x – 2) = 0

𝑥=2                                  ✓𝑥=2               CA

OR/OF                                OR/OF

√5 = √(𝑥 − 0)2 + (𝑦 − 0)2            ✓M                  A

5 = 𝑥2 + 𝑦2

5 = 𝑥 2 + (−2𝑥 + 5)2                 ✓ SF               CA

5 = 𝑥 2 + 4𝑥 2 − 20𝑥 + 25

0 = 5𝑥 2 − 20𝑥 + 20                  ✓S                 CA

   −(−20) ± √(−20)2 − 4(5)(20)
𝑥=
              2(5)
   20 ± √0
𝑥=
     10
𝑥=2                                  ✓𝑥=2               CA
                                                         (4)
                                                        [15]

                                 5

### Page 6

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QUESTION/VRAAG 2
2.1

   2.1.1   𝑟2 = 𝑥2 + 𝑦2

           𝑟 2 = (−3)2 + (−4)2       ✓ SF                  A

           𝑟 2 = 25

           𝑥 2 + 𝑦 2 = 25            ✓ 𝑥 2 + 𝑦 2 = 25     CA
                                                          (2)

                                 6

### Page 7

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                 𝑦 −𝑦
2.1.2   𝑚𝑂𝑃 = 𝑥𝑃 −𝑥 𝑂
                  𝑃   𝑂

                 −4−0
               = −3−0

                  4                      4                    CA
               =3                      ✓3

                              3                        3      CA
        ∴ mtangent/raaklyn = − 4       ✓ mtang/raak = − 4

                     3                 ✓ SF (−3; −4)          CA
        𝑦 − (−4) = − (𝑥 − (−3))
                     4
              3    9
        𝑦=− 𝑥− −4
              4    4
        4𝑦 = −3𝑥 − 25
        3𝑥 + 4𝑦 = −25
        OR/OF                          OR/OF

        𝑥. 𝑥1 + 𝑦. 𝑦1 = 𝑟 2            ✓F                      A

        𝑥(−3) + 𝑦(−4) = 25             ✓ SF                    A

        −4𝑦 = 3𝑥 + 25                  ✓ SF 25                CA

        3𝑥 + 4𝑦 = −25                                         (3)

2.1.3   3𝑥 + 4𝑦 = −25… 
        4𝑥 − 3𝑦 = 25…    
        × 3 9𝑥 + 12𝑦 = −75…          ✓ 9𝑥 + 12𝑦 = −75        A
        × 4 16𝑥 − 12𝑦 = 100…         ✓ 16𝑥 − 12𝑦 = 100       A
        + 25𝑥 = 25                   ✓ 25𝑥 = 25             CA
               𝑥=1                     ✓𝑥=1                   CA
               𝑦 = −7                  ✓ 𝑦 = −7               CA
        ∴ R(1; −7)
        OR/OF                          OR/OF
               3     25
        𝑦=− 𝑥−
               4      4
        4𝑥 − 3𝑦 = 25
                   3     25            ✓ SF                    A
        4𝑥 − 3 (− 𝑥 − ) = 25
                   4      4
             9      75                 ✓S                     CA
        4𝑥 + 𝑥 +        = 25
             4       4
        25      25                       25      25           CA
           𝑥=                          ✓ 4𝑥= 4
         4       4
        𝑥=1                            ✓𝑥=1                   CA
        𝑦 = −7                         ✓ 𝑦 = −7               CA
        ∴ R(1; −7)                                            (5)

                                   7

### Page 8

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2.2 𝑥 2 𝑦 2             ✓ Both/Beide 𝑥     A
       +    =1          ✓ Both/Beide 𝑦     A
    72 52
                        ✓ Shape/Vorm       CA
    𝑥 = ±√49 = ±7
    𝑦 = ±√25 = ±5

                                            (3)
                                           [13]

                    8

### Page 9

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QUESTION/VRAAG 3
3.1 3.1.1 cos (A + C)
            = cos (40° + 50°)
            = cos (90°)
            =0                             ✓0                       A
                                                AO: Full marks
                                                 AO: Volpunte           (1)
    3.1.2   cos (90° + 2𝐴 − 𝐶)
              sin (180° − 3𝐶)
               cos (90° + 80° − 50°)       ✓ SF                     A
            =
                  sin (180° − 150°)
               cos 120°
            =
                sin 30°
               cos (180° − 60°)
            =
                     𝑠𝑖𝑛30°
               −cos 60°                    ✓ S – cos60°            CA
            =
                sin 30°
                  1                        ✓ S sin 30°             CA
               −2
            =
                 1
                 2
            = −1                           ✓ –1                    CA
                                                𝟏
                                           AO: 𝟒
                                                                        (4)

                                       9

### Page 10

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3.2

      3.2.1            𝑥
              cos 36° =
                       4
              𝑥 = 4𝑐𝑜𝑠36°                 ✓ 4𝑐𝑜𝑠36°          A

              𝑥 = 3,24                    ✓ 3,24            CA
                                                            (2)
      3.2.2            𝑦                  ✓ 𝑠𝑖𝑛36° = 4
                                                      𝑦
                                                             A
              𝑠𝑖𝑛36° =
                       4
              𝑦 = 4𝑠𝑖𝑛36°

              𝑦 = 2,35                    ✓ 2,35            CA

              OR/OF                       OR/OF

              𝑥2 + 𝑦2 = 𝑟2

              (4,24)2 + 𝑦 2 = (4)2        ✓ SF               A

              𝑦 2 = 5,5024

              𝑦 = 2,35                    ✓ 2,35            CA
                                                            (2)

                                     10

### Page 11

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         𝜋
3.3 𝑠𝑖𝑛 ( )
         3
            𝜋 1800                                       𝜋
                                                       ✓3×
                                                                 1800          A
     = 𝑠𝑖𝑛 ( ×     )                                              𝜋
            3  𝜋
     = 𝑠𝑖𝑛600

         √3                                              √3
                                                       ✓ 2                     A
     =
          2
                                                                        𝟏
                                                       P: if/as 0,87    𝟐

                                                                               (2)
                                                                              [11]

QUESTION/VRAAG 4
4.1 𝑠𝑖𝑛2 𝛽                                             ✓ 𝑠𝑖𝑛2 𝛽                A
4.2 tan(1800 − 𝛽) . sin(1800 + 𝛽)
                                  + 𝑐𝑜𝑠 2 (3600 − β)
                  𝑠𝑒𝑐𝛽
       −𝑡𝑎𝑛𝛽. (−sinβ)                                  ✓ −𝑡𝑎𝑛𝛽                 A
    =                  + cos 2 𝛽
              1
            cos𝛽
          sin𝛽                                         ✓ −𝑠𝑖𝑛𝛽                 A
    = (−       ) (cos𝛽)(−sin𝛽) + cos2 𝛽
         cos𝛽
                                                             1
    = sin2 𝛽 + cos2 𝛽                                  ✓ 𝑐𝑜𝑠𝛽                  A

     =1                                                  𝑠𝑖𝑛𝛽                  A
                                                       ✓ 𝑐𝑜𝑠𝛽

                                                       ✓ cos 2 𝛽               A

                                                       ✓ 𝑠𝑖𝑛2 𝛽 + 𝑐𝑜𝑠 2 𝛽     CA

                                                       ✓1                     CA
                                                                              (7)

                                              11

### Page 12

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4.3 LHS/LK = 𝑐𝑜𝑠𝜃(1 + 𝑡𝑎𝑛2 𝜃)
                           𝑠𝑖𝑛2 𝜃                          𝑠𝑖𝑛2 𝜃      A
    LHS/LK= 𝑐𝑜𝑠𝜃 (1 + 𝑐𝑜𝑠2 𝜃)                         ✓ I 𝑐𝑜𝑠2 𝜃

    LHS/LK= 𝑐𝑜𝑠𝜃 (
                     𝑐𝑜𝑠2 𝜃+𝑠𝑖𝑛2 𝜃
                                     )                ✓S               A
                          𝑐𝑜𝑠2 𝜃
                      1
    LHS/LK= 𝑐𝑜𝑠𝜃 (𝑐𝑜𝑠2 𝜃)
                1
    LHS/LK= 𝑐𝑜𝑠𝜃

    LHS/LK= 𝑠𝑒𝑐𝜃                                      ✓S               A

    OR/OF                                             OR/OF

    LHS/LK = 𝑐𝑜𝑠𝜃(1 + 𝑡𝑎𝑛2 𝜃)

    LHS/LK = 𝑐𝑜𝑠𝜃(𝑠𝑒𝑐 2 𝜃)                            ✓ I 𝑠𝑒𝑐 2 𝜃      A
                       1                                     1
    LHS/LK = 𝑐𝑜𝑠𝜃 (𝑐𝑜𝑠2 𝜃)                            ✓ I 𝑐𝑜𝑠2 𝜃       A
                1
    LHS/LK = 𝑐𝑜𝑠𝜃

    LHS/LK = 𝑠𝑒𝑐𝜃                                     ✓S               A

                                                                           (3)
4.4 2 tan(𝑥 + 100 ) = 3,464

    tan(𝑥 + 100 ) = 1, 732                            ✓S               A
    Ref. ∠/Verw.∠ = 60°                               ✓ 60°            A
    𝑥 = 600 − 100    or/of 𝑥 = 1800 + 60𝑜 − 100       ✓ 500           CA
    𝑥 = 500                𝑥 = 230𝑜                   ✓ 230𝑜          CA
                                         OR/OF                OR/OF
    2 tan(𝑥 + 100 ) = 3,464
    tan(𝑥 + 100 ) = 1, 732                            ✓S               A
    𝑥 + 10° = 60°                                     ✓ 60°            A
    𝑥 = 50°                                           ✓ 500           CA
    or/of
    𝑥 + 10° = 180° + 60°
                                                                      CA
    𝑥 = 230°                                          ✓ 230𝑜
                                                                       (4)
                                                                      [15]

                                                 12

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QUESTION/VRAAG 5
5.1                                 𝑓:✓ Shape/Vorm          A

                                    ✓ 𝑥-int./afs.           A

                                    ✓ TP/DP                 A

                                    𝑔:✓ Shape/Vorm          A

                                    ✓ TP/DP                 A

                                    ✓ 𝑥-int./afs.           A

                                                                (6)
5.2 180°                            ✓ 180°                  A
                                                                (1)
5.3 𝑠𝑖𝑛2𝑥 + 2𝑐𝑜𝑠𝑥 = 0

    𝑠𝑖𝑛2𝑥 = −2𝑐𝑜𝑠𝑥                  ✓ 900                  CA

    ∴ 𝑥 = 900 or/of 𝑥 = 2700        ✓ 2700                 CA
                                                             (2)
                                    ✓ Endpoints/
5.4 −2 ≤ 𝑦 ≤ 2                        Eindpunte
                                                            A

                                    ✓ Notation/Notasie      A

    OR/OF                           OR/OF
                                    ✓ Endpoints/
    𝑦 ∈ [−2; 2]                                             A
                                      Eindpunte
                                                             A
                                    ✓ Notation/Notasie
                                                            (2)
                                                           [11]

                               13

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QUESTION/VRAAG 6

             AB2 +AC2 −BC2
6.1 𝑐𝑜𝑠A =       2.AB.AC
                                                           ✓F            A
             62 +72 −82
    𝑐𝑜𝑠A =       2.6.7
                                                           ✓ 𝑐𝑜𝑠A =      A
             1
    𝑐𝑜𝑠A =                                                 ✓ SF          A
             4
    ̂
    A = 75, 50                                             ✓S            A

                                 OR/OF                       OR/OF

                                  ̂
    BC2 = AB2 + AC2 − 2AB. AC. cosA                        ✓F            A

                             ̂
    82 = 62 + 72 − 2(6)(7)cosA                             ✓ SF          A

                ̂
    −21 = −84cosA                                          ✓S            A
             1                                                  ̂=1      A
       ̂=
    cosA                                                   ✓ cosA
             4                                                    4

    ̂ = 75, 50
    A                                                                   (4)
     ̂ C = 2BA
6.2 BO       ̂C              ∠ at cent. = 2 x ∠ at circ.
                                                           ✓ RE          A
                             mdpt. ∠ = 2 x omtr.∠
     ̂ C = 2(75 ,50 )
    BO

     ̂ C = 1510                                                         CA
    BO                                                     ✓ 1510
                                                                        (2)

                                             14

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6.3           1800 − 1510
       ̂C =
      OB
                   2
       ̂ C = 14, 50
      OB                                             ✓ 14, 50      CA
         OC          BC
              0
                =                                    ✓ SF          CA
      sin14,5     sin1510
            sin14,50 × 8
      OC =
               sin1510
      OC = 4, 13                                     ✓ 4, 13       CA

      ∴ 𝑑 = 2 × OC = 2(4,13) = 8, 26 units/eenhede   ✓ 8, 26       CA

                                     OR/OF             OR/OF

                                     ̂C
      BC2 = OB2 + OC2 − 2OB. OC. cosBO               ✓F             A

      82 = OB2 + OB2 − 2. OB. OB. cos151°            ✓ SF          CA

      64 = 2. OB2 + 1,75. OB 2

      3,75. 𝑂𝐵 2 = 64

      OB = 4,13                                      ✓ 4, 13       CA

      ∴ d = 2(4,13) = 8,26 units/eenhede             ✓ 8, 26       CA
                                                       NPR/NPU     (4)

                                              15

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                           1
                                             ̂C
6.4 Area of/Opp van ∆BOC = 2 × OB × OC × 𝑠𝑖𝑛BO
                             1
    Area of/Opp van ∆BOC = 2 × 4,13 × 4,13 × 𝑠𝑖𝑛1510       ✓ SF          CA

    Area of/Opp van ∆BOC = 4,1 unit2/eenheid2              ✓ 4,1         CA

                                         OR/OF               OR/OF

    P/Omtrek ∆OBC = OB + OC + BC

    P/Omtrek ∆OBC = 16,26
                                 P       16,26
    Semi – Perimeter/Omtrek = 2 =                = 8,13
                                          2

                    𝑃 𝑃              𝑃            𝑃
    A/Opp ∆OBC = √ 2 ( 2 − 𝑂𝐵) (2 − 𝑂𝐶) ( 2 − 𝐵𝐶)

    A/Opp ∆OBC = √8,13(4)(4)(0,13)                         ✓ SF          CA

    A/Opp ∆OBC = 4,1 units2/eenhede2                       ✓ 4,1         CA
                                                             NPR/NPU      (2)
                                                                         [12]

                                                      16

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QUESTION/VRAAG 7
7.1 the angle that the chord subtends in the alternate segment.   ✓ RE         A
    die hoek in die teenoorstaande sirkel segment.                            (1)
7.2

     7.2.1
             ∠𝑠 opp. = sides/
                                                                  ✓ RE         A
             ∠𝑒 teenoor = sye
                                                                              (1)
     7.2.2   Ĉ1 = E
                    ̂2 = 35°               ∠ tan chord
                                                                  ✓ ST/RE      A
                                           ∠ raaklyn koord
             ̂
              A = Ĉ1 = 35°                ∠ tan chord
                                                                  ✓ ST         A
                                           ∠ raaklyn koord
             Ĉ4 = E
                    ̂2 = 35°               ∠𝑠 opp = sides
                                                                  ✓ ST         A
                                           ∠𝑒 teenoor = sye
                                           OR/OF                  OR/OF
             Ĉ1 = E
                    ̂2 = 35°               ∠ tan chord
                                                                  ✓ ST/RE      A
                                           ∠ raaklyn koord
             𝐴̂ = 𝐸̂2 = 35°               ∠𝑠 in same segment
                                                                  ✓ ST/RE      A
                                           ∠𝑒 in dies. segment
             Ĉ4 = E
                    ̂2 = 35°               ∠𝑠 opp equal sides
                                                                  ✓ ST         A
                                           ∠𝑒 teenoor = sye
                                                                              (3)

                                                  17

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      7.2.3   EĈB = 90°                ∠ in semi-circle                     ✓ ST/RE      A
                                        ∠ in halwe sirkel
              ̂
              B3 = 180° − 90° − 35°     Int. ∠∆/
              ̂ 3 = 55°                                                      ✓ ST        CA
              B                         binne ∠𝑒 ∆
                                                                                         CA
              Ĉ5 = ̂
                    B3 = 55°            ∠ tan chord/∠ raaklyn koord          ✓ ST
                                                                                         (3)
      7.2.4    ̂ C = 2 × CB
                          ̂O
              EO                        ∠ at cent. = 2 x ∠ at circ.          ✓ ST         A
                                                                                           A
                                        mdpt.∠ = 2x Omtr. ∠                  ✓ RE
                                                                                          (2)
                                                                                         [10]

QUESTION/VRAAG 8
8.1 corresponding/ooreenstemmende                                            ✓ ST         A
                                                                                         (1)
8.2

      8.2.1   BF     AE
                   = CE          prop theorem/eweredigheid; EF ∥ AB          ✓ ST         A
              CF
              𝑟 12
                =                                                            ✓ RE         A
              4   8
                                                                                         CA
              𝑟 = 6                                                          ✓6
                                                                                         (3)
      8.2.2   Parallelogram.     Both pairs of opposite sides are parallel   ✓ ST         A
                                                                             ✓ RE         A
                                 Twee pare teenoorst. sye ewewydig
                                                                                         (2)

                                                18

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8.2.3   AD       AE
        DB
             =
                 EC
                                      prop theorem/eweredigheid; DE ∥ BC   ✓ RE         A
         𝑡    12
           =                                                               ✓ ST         A
        15     8
            45
        𝑡=
             2
                       45         1
        𝑡 = 22,5 or/of 2 or/of 22 2                                        ✓ 22,5       CA
                                                                                NPR     (3)
8.2.4   AD 22,5 3
           =     =                                                         ✓ ST         CA
        EF   15    2
        AE 12 3
           =   =                                                           ✓ ST         CA
        EC   8   2
        DE 6 3
           = =                                                             ✓ ST         CA
        FC 4 2
           AD AE DE
        ∴    =    =
           EF EC FC
        ∴ ∆ADE||| ∆EFC                sides in prop./sye in verhouding     ✓ RE         CA

        OR / OF                                                            OR / OF
        ̂=E
        A ̂1                          Corr. ∠′𝑠 =; AB//EF
                                                                           ✓ ST/RE      CA
                                      Ooreenst. ∠𝑒 =; AB//EF
        ̂3 = Ĉ
        E                             Corr. ∠′𝑠 =; DE//BC
                                                                           ✓ ST         CA
                                      Ooreenst. ∠𝑒 =; DE//BC
        D1 = F̂2
        ̂                             3𝑟𝑑 ∠ ∆
                                                                           ✓ ST         CA
                                      3𝑑𝑒 ∠ ∆
        ∴ ∆ADE||| ∆EFC                [∠, ∠, ∠]                            ✓ RE         CA
                                                                                        (4)
                                                                                       [13]

                                             19

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11092/23
QUESTION/VRAAG 9
9.1

   9.1.1   Ŝ = Ŝ                   Common ∠/Gemeensk. ∠             ✓ ST/RE      A

           ̂ = XY
           Q    ̂S                   Both/Beide 90° (Given / Gegee)   ✓ ST/RE      A

           ̂    ̂S
           R = YX                    3𝑟𝑑 ∠ ∆/3e ∠ ∆                   ✓ ST/RE      A

           ∆SYX|||∆SQR               [∠, ∠, ∠]                        ✓ RE          A
                                                                                   (4)
   9.1.2   SY SQ                                                      ✓ SR          A
              =
           SX SR                                                                   (1)
   9.1.3   SY SQ
              =
           SX SR
           SY      30                                                 ✓ SF         A
              =
           25 SY + 4√5
           SY(SY + 4√5) = 750

           SY 2 + 4√5SY − 750 = 0                                     ✓S           CA

                                2
                     −4√5±√(4√5) −4(1)(−750)
                                                                      ✓ SF         CA
           SY =               2(1)
           SY = 23,28 or/of SY = −32,22                               ✓ 23,28  CA
                                N. A./𝑁. 𝑣. 𝑇.                         NPR/NPU
                                                                               (4)

                                                 20

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9.2   9.2.1   𝐴𝑟𝑒𝑎 ∆SYX
                             1
                                 ×(𝑌𝑆)(𝑋𝑌)                      ✓ SF
                        = 12                                              CA
              𝐴𝑟𝑒𝑎 ∆SQR       ×(𝑄𝑆)(𝑄𝑅)
                             2

              𝐴𝑟𝑒𝑎 ∆SYX
                             1
                             2
                               ×(23,28)(5√5)                    ✓ SF
                        =       1                                          A
              𝐴𝑟𝑒𝑎 ∆SQR           (30)(15)
                                2
              𝐴𝑟𝑒𝑎 ∆SYX
                           = 0,60 units2/eenhede2               ✓ 0,60    CA
              𝐴𝑟𝑒𝑎 ∆SQR
                                                                NPR/NPU   (3)
      9.2.2   AQRYS = A∆SQR − A∆SYX                             ✓M         A
                       1                     1
              AQRYS = 2 (30)(15) − 2 (23,28)(5√5)               ✓ SF      CA
                                       AQRYS = 225 − 130,39 …
              AQRYS = 94,86 units2/eenhede2                     ✓ 94,86   CA
                                                                NPR/NPU    (3)
                                                                          [15]

                                                    21

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11092/23

QUESTION/VRAAG 10

10.1         11000
       𝑛 =
               60
             550
       𝑛 = 3 rev/s

       𝑛 = 183,33 rev/s             ✓ 183,33      A
                                    NPR/NPU       (1)
10.2
       𝑣 = πDn                      ✓F            A
                       11000
       𝑣 = 𝜋(0,32) ( 60 )           ✓ SF          A

       𝑣 = 58,6667𝜋 m/s

       𝑣 = 184,30 m/s               ✓             CA
                                    NPR/NPU       (3)
10.3
       𝜔 = 2𝜋𝑛                      ✓F            A
                   11000
       𝜔 = 2𝜋 (          )          ✓ SF          CA
                     60
       𝜔 = 366,67𝜋 rad/s
                                    ✓
       𝜔 = 1151,90 rad/s                          CA
                                    1151,90
                                    NPR/NPU       (3)

                               22

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10.4   In ∆ODC:

       OD                                OD                OD
          = 𝑠𝑖𝑛30°           OR/OF          = cos60°     ✓ 16              A
       16                                16

                                                         ✓ 𝑠𝑖𝑛30°
       OD = 16sin30°         OR/OF       OD = 16cos60°     OR/OF           A
                                                           cos60°
       OD = 8 cm

       ℎ = 16 − OD = 16 − 8

       ℎ = 8 𝑐𝑚                                          ✓8               CA
                                                                          (3)
10.5   4ℎ2 − 4𝑑ℎ + 𝑥 2 = 0                               ✓F                A

       4(8)2 − 4(2 × 16)(8) + 𝑥 2 = 0                    ✓ SF              A

       256 − 1024 + 𝑥 2 = 0

       𝑥 2 = 768

       𝑥 = 16√3

       𝑥 = 27,71 cm                                      ✓ 27,71          CA

                                     OR/OF                    OR/OF

       AC2 = OA2 + OC2 − 2. OA. OC. cos120°              ✓F                A

       AC2 = 162 + 162 − 2(16)(16). cos120°              ✓ SF              A

       AC = 16√3 = 27,71 cm                              ✓ 27,71          CA
                                                                NPR/NPU    (3)
                                                                          [13]

                                              23

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QUESTION/VRAAG 11

                  𝜋
11.1   80° ×
                 180°
           4
       =     𝜋
           9
       = 1,4 𝑟𝑎𝑑𝑖𝑎𝑛𝑠                      ✓ 1,4         A
                                          NPR/NPU       (1)
11.2   𝑠 = 𝑟𝜃                             ✓F            A
                4
       𝑠 = (7) ( 𝜋)                       ✓ SF         CA
                9
       𝑠 = 9,77 cm                        ✓ 9,77       CA
                                          NPR/NPU       (3)
                        𝑠𝑟
11.3   𝐴𝐵𝑖𝑔𝑔𝑒𝑟 𝑆𝑒𝑐𝑡𝑜𝑟 =
                        2
                        (9,77)(7)
       𝐴𝐵𝑖𝑔𝑔𝑒𝑟 𝑆𝑒𝑐𝑡𝑜𝑟 =
                            2
       𝐴𝐵𝑖𝑔𝑔𝑒𝑟 𝑆𝑒𝑐𝑡𝑜𝑟 = 34,20 cm2         ✓ 34,20      CA

                         𝑟 2𝜃
       𝐴𝑆𝑚𝑎𝑙𝑙𝑒𝑟 𝑆𝑒𝑐𝑡𝑜𝑟 =
                           2
                                4
                         (3)2 ( 𝜋)
       𝐴𝑆𝑚𝑎𝑙𝑙𝑒𝑟 𝑆𝑒𝑐𝑡𝑜𝑟 =        9
                              2
       𝐴𝑆𝑚𝑎𝑙𝑙𝑒𝑟 𝑆𝑒𝑐𝑡𝑜𝑟 = 6,26 cm2         ✓ 6,26       CA

       𝐴𝑇 = 34,20 − 6,28                  ✓M            A
       𝐴𝑇 = 27,92 cm2                     ✓ 27,92      CA
                                          NPR/NPU      (4)
                                                         [8]

                                     24

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11092/23
QUESTION/VRAAG 12
12.1

    12.1.1
             152 = 92 + (8 + 𝑦)2                       ✓M         A

             144 = (8 + 𝑦)2                            ✓S         CA

             12 = 8 + 𝑦

             𝑦 = 4 𝑐𝑚                                  ✓4         CA
                                                                  (3)
    12.1.2   V = Vcone/keël – Vcut-off/afsny
                 1             1
             𝑉 = 𝜋𝑟 2 𝐻 − 𝜋𝑟 2 𝑦                       ✓M         A
                 3             3
                 1                           1
             𝑉 = (3,14)(9)2 (4 + 8) − (3,14)(3)2 (4)   ✓ SF       A
                 3                           3
             𝑉 = 1017,36 − 37,64
             𝑉 = 979,72 𝑐𝑚3                            ✓ 979,72   CA
                                                             PR   (3)

                                          25

### Page 26

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       12.1.3
                TSA = SAcone/keël – SAcut-off/afsny + SABASE/BASIS

                SAcone/keël = (3,14)(9)(15)

                SAcone/keël = 423,9 … 𝑐𝑚2                                       ✓ 423,9       CA

                𝑙 cut-off/afsny = √42 + 32 = 5𝑐𝑚                                ✓5            A

                SAcut-off/afsny = (3,14)(3)(5)

                SAcut-off/afsny = 47,1 … 𝑐𝑚2                                    ✓ 47,1        CA

                SABASE/BASIS = (3,14)(3)2 = 28,26. . 𝑐𝑚2                        ✓ 28,26       CA

                TSA = 423,9 − 47,1 + 28,26

                TSA = 405,06 𝑐𝑚2
                                                    405,06
                Number of tins/Aantal blikkies =      90

                Number of tins/Aantal blikkies = 4,5 … = 5 tins/blikkies        ✓5            CA
                                                                                              (5)
12.2            𝑂1 + 𝑂𝑛
       𝐴𝑇 = 𝑎 (         + 𝑂2 + 𝑂3 + . . . +𝑂𝑛−1 )                               ✓F            A
                   2
               7,4 + 8,1
       𝐴𝑇 = 5 (          + 6,9 + 5,6 + 7,8 + 6,7 + 7,4)                         ✓ SF          A
                   2
       𝐴𝑇 = 5(42,15)

       𝐴𝑇 = 210,75 m2                                                           ✓ 210,75      CA
                                                                                              (3)
                                                                                             [14]

                                                                           TOTAL/TOTAAL:      150

                                                     26

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