# Technical Mathematics Grade 10 P2 2026 Memo (Eng)

> Grade 10 Technical Mathematics Paper 2 memorandum from the November Mock Exam 2 2026 (English), 9 pages. Read online or download the free PDF.

- Page: https://www.hlayiso.com/library/grade-10-technical-mathematics-2026-november-mock-exam-2-memorandum-paper-2/db1affc1-028f-4dba-b156-f708daf484ce
- Updated: 2026-10-29
- Subject: Technical Mathematics
- Grade: Grade 10
- Language: English
- Document type: Memorandum
- Year: 2026
- Exam period: November Mock Exam 2
- Paper: 2
- Publisher: Hlayiso
- Curriculum: CAPS
- Pages: 9

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## About this document

Technical Mathematics · Grade 10 · November Mock Exam 2 · 2026 · English. Memorandum, 9 pages. Read online or download the PDF.

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## Matching paper and memo

- [Grade 10 Technical Mathematics P2 November 2026 Mock 2](https://www.hlayiso.com/library/grade-10-technical-mathematics-2026-november-mock-exam-2-question-paper-paper-2/11c2a75c-381e-4c3d-adeb-1cc0db12a7df) — QP · 2026 · Eng

## Document text

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### Page 1

Mock

                             hlayiso mock exams
                             Practice Series:
                             Grade 10 Exam Preparation
                             WWW.HLAYISO.COM

                                  NATIONAL
                             SENIOR CERTIFICATE

                                     GRADE 10

                         TECHNICAL MATHEMATICS P2
                     NOVEMBER EXAMINATION 2026 (MOCK)
                              MARKING GUIDELINES

MARKS: 100

                       These marking guidelines consist of 9 pages.

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### Page 2

Technical Mathematics/P2                          2                                    Hlayiso/Mock 2026
                                        NSC – Marking Guidelines

MARKING CODES
 A   Accuracy                          CA      Consistent accuracy
 M   Method                            R       Rounding
 NPR No penalty for rounding           NPU     No penalty for units omitted
 S   Simplification                    SF      Substitution in correct formula
 S/R Statement/Reason                  AO      Answer only
NOTE:

    • If a candidate answers a question TWICE, only mark the FIRST attempt.
    • Consistent accuracy (CA) applies in ALL aspects of the marking guidelines where indicated.
    • No penalty for rounding (NPR) for ALL questions, unless stated otherwise.
    • In QUESTIONS 5 and 6 (Euclidean geometry) a statement without the correct reason earns no
      mark for the reason. Accept any valid alternative method.

QUESTION 1

                           5−2     3
 1.1         mPQ =               =                                         ✓ SF                       A
                         0 − (−2) 2
                                                                           ✓ answer                  CA
                                                                                                     (2)

                    1−5       2
 1.2         mQR =         =−                                              ✓ mQR = − 32               A
                    6−0       3( )
                                                                           ✓ product = −1            CA
                            3      2
             mPQ × mQR = × −          = −1                                 ✓ 90◦ with reason         CA
                            2      3                                                                 (3)
             ∴ PQ ⊥ QR, so PQ̂R = 90◦
             (Also accept: PQ2 + QR2 = 13 + 52 = 65 = PR2 ,
             converse of Pythagoras)

                     3
 1.3         m=                        (parallel lines: equal gradients)   ✓ m = 23                  CA
                     2
                    3                                                      ✓ substitution of R       CA
             y − 1 = (x − 6)                                               ✓ answer                  CA
                    2
                  3                                                                                  (3)
             y = x−8
                  2
                 3
 1.4         −2 = k − 8                                                    ✓ substitution of S       CA
                 2
             3                                                             ✓ simplification          CA
               k=6                                                                                   (2)
             2
             k=4

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### Page 3

Technical Mathematics/P2                       3                              Hlayiso/Mock 2026
                                     NSC – Marking Guidelines

                               (                  )
                                 0 + 4 5 + (−2)
 1.5         Midpoint of QS =         ;             = (2 ; 1,5)    ✓ midpoint of QS         A
                                   2        2
                               (                )                  ✓ midpoint of PR (same) A
                                 −2 + 6 2 + 1                                              (2)
             Midpoint of PR =            ;        = (2 ; 1,5)
                                    2       2
             Same point ∴ the diagonals bisect each other at
             M(2 ; 1,5)

                    √                        √                            √
 1.6         PQ = (0 + 2)2 + (5 − 2)2 = 13                         ✓ PQ = √ 13               A
                    √                        √       √
             QR = (6 − 0)2 + (1 − 5)2 = 52 = 2 13                  ✓ QR = 2 13               A
             Rectangle: the diagonals bisect each other
             (parallelogram, 1.5) AND PQ̂R = 90◦ (1.2); adjacent   ✓ rectangle with reason CA
             sides PQ ̸= QR, so it is not a square.                                        (3)
             (Also accept: parallelogram (diagonals bisect /
             RS ∥ PQ and PS ∥ QR) with a right angle, and
             PQ ̸= QR so not a square.)

                                                                                           [15]

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### Page 4

Technical Mathematics/P2                        4                            Hlayiso/Mock 2026
                                      NSC – Marking Guidelines

QUESTION 2

 2.1.1       cos(2(52,3◦ ) − 21,8◦ ) = cos 82,8◦                 ✓ 82,8◦                     A
             = 0,13                                              ✓ answer                   CA
                                                                                            (2)

                       1
 2.1.2                                                           ✓ cosec α = sin1α            A
              sin 52,3◦ × tan 21,8◦
               1,2639 . . .
             =                                                   ✓ answer                   CA
               0,3999 . . .                                                                 (2)
             = 3,16

 2.2.1       x2 + y2 = r2                                        ✓ Pythagoras substituted     A
             (−8)2 + t 2 = 172
             t 2 = 225
                                                                 ✓ answer                   CA
             t = 15 (t > 0, P in the 2nd quadrant)
                                                                                            (2)
                                  (     )
                             15       8
 2.2.2       sin θ + cos θ =    + −                              ✓ both ratios              CA
                             17      17
                                                                 ✓ answer                   CA
                 7
             =                                                                              (2)
                17
                                    ( )
                               17    −8
 2.2.3       cosec θ − cot θ =    −                              ✓ both ratios              CA
                               15     15
                                                                 ✓ answer                   CA
                25 5
             =     =                                                                        (2)
                15 3
                             2 sin 38◦
 2.3         cos(2x − 10◦ ) =          = 0,4104 . . .            ✓ cos(2x − 10◦ ) = 0,41  A
                                 3                                      ◦
                                                                 ✓ 65,77                 CA
             2x − 10◦ = cos−1 (0,4104 . . .) = 65,77◦
                                                                 ✓ adding 10◦            CA
             2x = 75,77◦                                         ✓ answer                CA
             x = 37,88◦                                                                  (4)

                                                                                            [14]

QUESTION 3

                    9,6
 3.1.1       AD =       = 4,8 m                                  ✓ AD = 4,8 and ratio         A
                     2
                        BD
             tan 28◦ =                                           ✓ answer                   CA
                        4,8
             BD = 4,8 tan 28◦ = 2,55 m                                                      (2)

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### Page 5

Technical Mathematics/P2                                         5                                 Hlayiso/Mock 2026
                                                       NSC – Marking Guidelines

                       4,8
 3.1.2       cos 28◦ =                                                                ✓ correct ratio             CA
                       AB
                     4,8                                                              ✓ answer                    CA
             AB =          = 5,44 m                                                                               (2)
                   cos 28◦
             (Pythagoras or sine ratio also accepted)

 3.1.3       In △ADE: AÊD = 90◦                                                      ✓ right △ADE identified A
                       DE DE                                                          ✓ correct ratio          A
             sin 28◦ =     =
                       AD     4,8                                                     ✓ answer               CA
                            ◦
             DE = 4,8 sin 28 = 2,25 m                                                                         (3)
             OR: DB̂E = 62◦ , DE = BD sin 62◦ = 2,25 m

 3.2.1       PQRX is a rectangle: PX = 40 m, XR = 15 m                                ✓ correct ratio               A
                       TX
             tan 22◦ =
                        40                                                            ✓ T X = 16,16               CA
             T X = 40 tan 22◦ = 16,16 m                                               ✓ answer                    CA
             T R = 16,16 + 15 = 31,16 m                                                                           (3)

                         31,16
 3.2.2       tan T Q̂R =                                                              ✓ correct ratio             CA
                           40
             T Q̂R = 37,92◦
                                                                                      ✓ answer                    CA
             Angle of depression = T Q̂R = 37,92◦ (alt. ∠s;                                                       (2)
             horizontal lines ∥)

                                                                                                                  [12]

QUESTION 4

 4.1               y                                                                  f:
                                                                                      ✓ x-intercepts 60◦ , 300◦ A
               3
                                                            g                         ✓ min. (180◦ ; −3); end
               2
                       (0◦ ; 1)                                         (360◦ ; 1)    points (0◦ ; 1), (360◦ ; 1)   A
               1                                                                      ✓ shape                       A
                                    90◦            180◦         270◦         360◦ x
                                                                                      g:
                              60◦                                300◦
              −1                                                                      ✓ asymptotes x = 90◦ ,
              −2                                                                      x = 270◦                      A
              −3
                                          f
                                                                                      ✓ intercepts 0◦ , 180◦ , 360◦ A
                                              (180◦ ; −3)
                                                                                      ✓ shape                       A
                                                                                                                  (6)

 4.2         180◦                                                                     ✓ answer                      A
                                                                                                                   (1)

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### Page 6

Technical Mathematics/P2                        6                             Hlayiso/Mock 2026
                                      NSC – Marking Guidelines

 4.3         −3 ≤ y ≤ 1    OR     y ∈ [−3 ; 1]                   ✓ critical values         CA
                                                                 ✓ notation                CA
                                                                                           (2)

 4.4         h(x) = 2 cos x + 2                                  ✓ answer                  CA
                                                                                           (1)

 4.5         60◦ < x < 90◦    OR    x ∈ (60◦ ; 90◦ )             ✓ critical values         CA
                                                                 ✓ notation                CA
                                                                                           (2)

                                                                                           [12]

QUESTION 5

 5.1         …in proportion.                                     ✓ answer                    A
             (Accept: proportional / in the same ratio.)                                    (1)

 5.2.1       R̂1 = P̂ = 58◦                                      ✓S                          A
             (alt. ∠s; RT ∥ QP)                                  ✓R                          A
                                                                                            (2)

 5.2.2       R̂2 = Q̂ = 64◦                                      ✓S                          A
             (corresp. ∠s; RT ∥ QP)                              ✓R                          A
                                                                                            (2)

 5.2.3       R̂3 = 180◦ − 58◦ − 64◦ = 58◦                        ✓S                        CA
             (∠s on a straight line) OR (sum of ∠s of △)         ✓R                         A
                                                                                           (2)

 5.2.4       Isosceles triangle: P̂ = R̂3 = 58◦                  ✓ isosceles           CA
             ∴ QP = QR (sides opp. equal ∠s)                     ✓ QP = QR with reason CA
                                                                                       (2)

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### Page 7

Technical Mathematics/P2                         7                                    Hlayiso/Mock 2026
                                       NSC – Marking Guidelines

 5.3.1       In △ADB and △ABC:
             Â = Â                                        (common)     ✓ Â common                   S
             AD̂B = AB̂C = 90◦                                 (given)   ✓ 90◦ with reason           S/R
             AB̂D = Ĉ                                   (3rd ∠ of △)
                                                                         ✓ conclusion with reason R
             ∴ △ADB ||| △ABC                                   (∠∠∠)
                                                                                                 (3)

             AB AD
 5.3.2          =                                             (||| △s)   ✓ correct ratio               A
             AC AB
             AB2 = AD × AC = 3,2 × 5 = 16
                                                                         ✓ answer                    CA
             AB = 4 units                                                                            (2)

                                                                                                     [14]

QUESTION 6

 6.1.1       Â + B̂ = 180◦                    (co-int. ∠s; AD ∥ BC)     ✓ S/R                       S/R
             3x − 10◦ + 2x + 15◦ = 180◦                                  ✓ equation                    A
             5x = 175◦
                                                                         ✓ answer                    CA
             x = 35◦
                                                                                                     (3)

 6.1.2       B̂ = 2(35◦ ) + 15◦ = 85◦                                    ✓ B̂ = 85◦                  CA
             Ĉ = 4(35◦ ) − 55◦ = 85◦                                    ✓ Ĉ = 85◦                  CA
             B̂ = Ĉ: the base angles on the parallel side BC are
             equal ∴ ABCD is an isosceles trapezium.                     ✓ conclusion                CA
                                                                                                     (3)
             (Also accept: D̂ = 180◦ − 85◦ = 95◦ = Â.)

 6.2.1       In △KLM and △KNM:
             KL = KN                                          (given)    ✓ both given sides             S
             ML = MN                                          (given)    ✓ common side                  S
             KM = KM                                       (common)
                                                                         ✓ SSS                         R
             ∴ △KLM ≡ △KNM                                     (SSS)
                                                                                                      (3)

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### Page 8

Technical Mathematics/P2                         8                                 Hlayiso/Mock 2026
                                       NSC – Marking Guidelines

 6.2.2       LO = 8 cm and K ÔL = 90◦                               ✓ LO = 8 and 90◦ with
             (diagonal KM of the kite bisects LN perpendicularly)    reason                S/R
             OR from △KLO ≡ △KNO (SAS, using LK̂O = N K̂O
             from 6.2.1): LO = ON = 8 cm and
             K ÔL = K ÔN = 90◦ (∠s on a str. line)
                   √                                                 ✓ KL = 10 and LM = 17 CA
             KL = 62 + 82 = 10 cm                     (Pythagoras)
                    √
                        2    2
             LM = 15 + 8 = 17 cm                      (Pythagoras)
                                                                     ✓ answer                   CA
             Perimeter = 2(10 + 17) = 54 cm                                                     (3)

                                                                                                [12]

QUESTION 7

 7.1.1       Area = 12 × 8 − 5 × 3                                   ✓ method                    M
             = 96 − 15 = 81 m2                                       ✓ answer                   CA
             (OR 7 × 8 + 5 × 5 = 81 m2 )                                                        (2)

 7.1.2       Area of one tile = 0,6 × 0,6 = 0,36 m2                  ✓ 0,36 m2                   A
                                 81                                  ✓ 225 tiles                CA
             Number of tiles =       = 225
                                0,36
             With 10%: 225 × 1,1 = 247,5                             ✓ 248 (rounded UP)         CA
             ∴ 248 tiles must be bought                                                         (3)

 7.2.1       R = 0,6 m, r = 0,5 m                                    ✓ both radii                A
             V = π (0,6)2 (2,5) − π (0,5)2 (2,5)                     ✓ outer volume             CA
             = 2,827 . . . − 1,963 . . .                             ✓ minus inner volume       CA
                                                                     ✓ answer                   CA
             V = 0,86 m3
                                                                                                (4)

 7.2.2       A = 2π rh = 2π (0,6)(2,5)                               ✓ r = 0,6                  CA
             A = 9,42 m2                                             ✓ SF                       CA
             (Using r = 0,5 (inner surface): max 2 marks (SF, CA     ✓ answer                   CA
             answer = 7,85 m2 ))                                                                (3)

                                                                                                [12]

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### Page 9

Technical Mathematics/P2                       9                           Hlayiso/Mock 2026
                                     NSC – Marking Guidelines

QUESTION 8

 8.1.1       0,745 × 60′ = 44,7′                                ✓ 44′                     A
             0,7 × 60′′ = 42′′                                  ✓ answer                 CA
             63◦ 44′ 42′′                                                                (2)

                    17   24
 8.1.2       112◦ +    +                                        ✓ method                  M
                    60 3 600
             = 112,29◦ (exact value)                            ✓ answer                 CA
                                                                                         (2)

             7(180◦ )         180◦
 8.2                  + 40◦ −                                   ✓ π = 180◦ substituted    M
                6              4
             = 210◦ + 40◦ − 45◦
                                                                ✓ answer                 CA
             = 205◦
                                                                                         (2)

                 0,6
 8.3         r=       = 0,3 m = 30 cm                           ✓ r = 30 cm (same units) A
                  2
             s = rθ : 42 = 30θ                                  ✓ θ = 1,4 rad           CA
             θ = 1,4 rad
                                                                ✓ answer in degrees      CA
                        180◦
             θ = 1,4 ×       = 80,21◦                                                    (3)
                         π

                                                                                         [9]

                                                                                TOTAL: 100

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