# Civil Technology Grade 12 P1 Eastern Cape Mock 2012 Memo

> Grade 12 Civil Technology Paper 1 memorandum from the Eastern Cape Mock Exam 2012 (English), 7 pages. Read online or download the free PDF.

- Page: https://www.hlayiso.com/library/cvlt-p1-s12-memo-eng/7c074809-a9bb-4152-ab17-d23a0f0023af
- Updated: 2026-09-27
- Subject: Civil Technology
- Grade: Grade 12
- Document type: Memorandum
- Year: 2012
- Exam period: Eastern Cape Mock Exam
- Paper: 1
- Curriculum: CAPS
- Pages: 7

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## About this document

Civil Technology · Grade 12 · Eastern Cape Mock Exam · 2012. Memorandum, 7 pages. Read online or download the PDF.

Read it free online on the page above; download the PDF from there.

## Document text

Text extracted from the PDF. Layout, diagrams and tables may not survive extraction.

### Page 1

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                  Province of the
                  EASTERN CAPE
                  EDUCATION

                           NATIONAL
                      SENIOR CERTIFICATE

                            GRADE 12

                      SEPTEMBER 2012

                    CIVIL TECHNOLOGY
                      MEMORANDUM

MARKS:   200

                   This memorandum consists of 7 pages.

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2                            CIVIL TECHNOLOGY (Memo)                      (SEPTEMBER 2012)

QUESTION 1            (CONSTRUCTION PROCESSES)

1.1   1.1.1    H
      1.1.2    A
      1.1.3    B
      1.1.4    C
      1.1.5    J
      1.1.6    E
      1.1.7    D
      1.1.8    J
      1.1.9    F
      1.1.10   G                                                         (10x1)      (10)

1.2   1.2.1

                                                                                     (5)

      1.2.2

                                                                                     (5)

1.3   Weight of roof                                                                 (1)

1.4   Keep roof trusses in position and strengthen trusses.                          (1)

1.5   Pattern glass                                                                  (1)

1.6       Above ground level and at floor level under walls.
          Under concrete floors.
          Under ground level at basements.
          At parapet walls.
          At windows under sill.                                          (Any 4)    (4)

1.7       Wear rubber gloves
          Put direct pressure on wound with a pad and try not to get in contact
          with blood of injured person
          Wash hands with soap when finished                                         (3)
                                                                                    [30]

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(SEPTEMBER 2012)                  CIVIL TECHNOLOGY (Memo)                                      3

 QUESTION 2            (ADVANCED CONSTRUCTION PROCESSES)

 2.1         Spirit level
             Dumpy level                                                                 (2)

 2.2         Steel must have ability to bend into a shape and have high tensile
             strength.
             Surface of steel must make adequate bond with concrete.
             Steel must be reasonably rust free and clean of mud or grease.              (3)

 2.3         Concrete
             Steel reinforcement
             Hollow blocks
             Ribs                                                                        (4)

 2.4    Concrete is weak in tensile stress, steel gives it high in tensile strength.     (1)

 2.5         Concrete slab
             Damp proof course
             Screed
             Hardcore filling                                                            (4)

 2.6    Gusset plate                                                                     (1)

 2.7         Plastic blocks
             Steel cover stands
             Concrete cover blocks                                                       (3)

 2.8         Slump test
             Cube test                                                                   (2)

 2.9    2.9.1      TRUE     (1)                   2.9.6       TRUE                       (1)
        2.9.2      FALSE    (1)                   2.9.7       FALSE                      (1)
        2.9.3      TRUE     (1)                   2.9.8       FALSE                      (1)
        2.9.4      TRUE     (1)                   2.9.9       TRUE                       (1)
        2.9.5      FALSE    (1)                   2.9.10      FALSE                      (1)

 2.10

                                                              Labels (4)    Accuracy (6) (10)
                                                                                         [40]

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4                              CIVIL TECHNOLOGY (Memo)                      (SEPTEMBER 2012)

QUESTION 3           (CIVIL SERVICES)

3.1           P-Trap
              S-Trap
              Used under basins, sink and baths to keep out bad smells.                 (4)

3.2   Used for soil water from kitchen sink to collect oils and fats to prevent pipes
      from blocking.                                                                    (2)

3.3   45°                                                                               (1)

3.4   It is installed where sewage pipes meet for easy access to pipes to do
      inspection and to clean blockages.                                                (2)

3.5           Septic tank
              Vacuum tank
              French drain                                                              (3)

3.6   Used at water closet and geyser to control the water level in the tank.           (2)

3.7         Drain pipes must be a minimum of 600 mm under the ground.
            Must be watertight.
            Must be laid at constant gradient.
            Must be laid in a straight line.
            Inspection equipment should be inserted at all direction changes.
            Where several drainpipes meet a manhole should be constructed.
            Drainpipes must have a 100 mm inside diameter.
            Drain pipes under a building must be cast in concrete.
            Rodding eyes and gullies must be strengthened with concrete.
            Taps should be installed at inlets of drains.
            In front of connection with municipal sewer there must be a manhole.
            The inside of pipes must be clean of loose objects.
            Junctions should meet at 45° angle.                            (Any 8)      (8)

3.8         Solar panels must face north.
            Must be installed at an angle of 35° towards sun.
            Must be SABS approved.
            Panels should be placed so that they are not in the shade.
            Pipes should be covered in isolation material.                   (Any 4)    (4)

3.9   3.9.1     B = bath

      3.9.2     WC = water closet

      3.9.3     VP = ventilation pipe

      3.9.4     WM = water meter                                                        (4)
                                                                                        [30]

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(SEPTEMBER 2012)                CIVIL TECHNOLOGY (Memo)                                        5
 QUESTION 4           (MATERIALS)
 4.1 4.1.1            at basins
                      baths
                      drain pipes
                      lids for manholes                                       (Any 1)    (1)
        4.1.2         cooking appliances
                      windows
                      electric conductors                                     (Any 1)    (1)
        4.1.3         electric equipment
                      water pipes                                             (Any 1)    (1)
        4.1.4         galvanized sheets
                      water tanks                                             (Any 1)    (1)
 4.2    Plastic pipes advantages:
            easy to bend
            light in weight
            durable
            easy to work with
            corrosion free                                                    (Any 2)
        Plastic pipes disadvantages
            can easily be damaged
            cannot use for hot water                                                     (4)
 4.3         Saves time
             Less labour needed                                                          (2)
 4.4         Mechanical grading
             Visual grading                                                              (2)
 4.5         Length x breath x height = cubic meter.
             12 000 mm x 500 mm x 200 mm = 12 000 000 mm3              or
             1,2 m x 0,5 m x 0,2 m = 1,2 m3                                              (5)
 4.6         Must be kept in store where it cannot get wet.
             Must be above ground level, on wooden pallets.
             Must have strong floor to carry weight of cement.                           (3)
 4.7       Correct moisture content needed to prevent wood from swelling or
           shrinking.
           Stronger than wet wood.
           Wood glue and paint does not work on wet wood.
           Timber must be prevented from wrapping and losing its shape.
           Dry timber is not attacked by fungi.
           Most preservatives do not work on moist timber.
           Some wood beetles prefer moist wood.
           Dry timber is lighter in mass, easier to transport.          (Any 5)          (5)
 4.8    PVA-glue                                                                         (1)
 4.9         Consists of an odd number of layers.
             The grain of each layer runs at right angles to the adjoining layer.
             Maximum strength and toughness are obtained with minimum mass.
             Strength is almost the same over length and breath.
             Available in sheets with thicknesses of 3 mm to 25 mm.            (Any 4)   (4)
                                                                                         [30]

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6                            CIVIL TECHNOLOGY (Memo)                (SEPTEMBER 2012)

QUESTION 5            (APPLIED MECHANICS)

5.1                                               PART /   FORCE SIZE
                                                    AE =   78 N          (1)
                                                    BF =   39 N          (1)
                                                   CG =    70 N          (1)
                                                   DG =    34 N          (1)
                                                    DE =   68 N          (1)
                                                    EF =   39 N          (1)
                                                    FG =   20 N          (1)

                                            (7)
5.2   Reaction forces:
                   around A                            around B
          LOM = ROM                          ROM = LOM
      (B x 8m) = (100N x 2m) + (80N x 6m) (A x 8m) = (80N x 2m) + (100N x 6m)
        B8N = 200N + 480N                  A8 N =       160 N +      600 N
            B = 680 N                          A = 760 N
                   8m                                 8m
            B = 85 N                           A = 95 N                       (8)

5.3   Shear forces:

      a = - 50 N + 95 N = +45 N
      b = +45 N – 80 N = -35 N
      c = -35 N -25 N = -55 N
      d = -55 N +55 N = 0 N                                                    (4)

                                                                               (4)
                                                                               [30]

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(SEPTEMBER 2012)           CIVIL TECHNOLOGY (Memo)            7

 QUESTION 6          (GRAPHICS AND COMMUNICATION)

 6.1    South view

                                                            (20)

 6.2    Roof eave

                                                            (20)
                                                            [40]

                                                     TOTAL: 200

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