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GRAAD 12
NATIONAL
SENIOR CERTIFICATE
GRADE 12
CIVIL TECHNOLOGY
NOVEMBER 2012
MEMORANDUM
MARKS: 200
This memorandum consists of 15 pages.
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Civil Technology Nov 2012 Memo Eng_hlayiso.com_.pdf
Civil Technology · Grade 12 · NSC November Exam · 2012. Memorandum, 15 pages. Read online or download the PDF.
- Subject
- Civil Technology
- Grade
- Grade 12
- Document type
- Memorandum
- Year
- 2012
- Exam period
- NSC November Exam
- Pages
- 15
- File size
- 309.4 KB
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Civil Technology 2 DBE/November 2012
NSC – Memorandum
QUESTION 1: LO3 AS 1, 2, 4, 5, 7, 10
1.1 A flat plate with many spikes used in
1.1.1 D roof-truss construction √
Longest vertical member that determine
1.1.2 H the height of the roof truss √
A length of material used to conceal the
1.1.3 B gap between the wall and the ceiling √
Is used to cover the gap between the
1.1.4 G roof covering at the highest point of the
roof √
Slope/angle/fall of the roof √
1.1.5 C
ONE '√' FOR EACH CORRECT ANSWER. Do not penalise the candidate if
he/she has written the description. (5)
1.2
1.2.1
√
√
Simple supported slab
Note: If a candidate show columns as support, it will also be
correct. (2)
1.2.2
√
√
Cantilever slab
(2)
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Civil Technology 3 DBE/November 2012
NSC – Memorandum
1.3
Key voussoir
√
Extrados √
√ √ √
√ √
Rise √
Intrados
Span √
1 Mark to be given if voussoirs
are vertical lines. ASSESSMENT MARKS LEARNER'S
CRITERIA MARK
Voussoirs 3
Key voussoir
label 1
Brickwork 1
Rise 1
Span 1
Intrados 1
Extrados 1
TOTAL 9
(9)
1.4
1.4.1 A Eaves/Fascia/tilting batten/overhang √
1.4.2 B Rafter/Full truss √
1.4.3 C Ridge/ridge beam √
1.4.4 D Hip rafter √
1.4.5 E Half truss or common rafter √
1.4.6 F Jack rafter/Short rafter √
1.4.7 G Valley/valley gutter √ (7)
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Civil Technology 4 DBE/November 2012
NSC – Memorandum
1.4.8 Gable roof √ (1)
1.4.9 1 400 mm or 1 350 mm √ (1)
1.5
1.5.1 Hemp or TFT tape (Teflon tape)/thread tape/yarn √ (1)
OR ANY OTHER ACCEPTABLE ANSWER (silicone not
accepted)
1.5.2 Cover the threaded part of pipes with teflon tape or hemp in a
clockwise direction. √
Screw in a straight socket (fitting) to the thread on one pipe using
two monkey wrenches. √
Screw in the second pipe (threaded part) into the other side of the
straight socket (fitting) using two monkey wrenches.
Tighten properly.
ANY TWO OF THE ABOVE (2)
[30]
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Civil Technology 5 DBE/November 2012
NSC – Memorandum
QUESTION 2: LO3 AS3, 4, 5, 7
2.1
2.1.1 A Floor slab √
B concrete (symbol for concrete) √
C Reinforcing mesh/main bars √
D Shutter board/soffit board √
E Bearer/Joist √
F Prop/post/pole √
G Wedges √
H Sole plate √ (8)
2.1.2 Concrete is weak in tensile strength and the most √ tension in the
floor slab will occur at the bottom due to bending and the reinforcing
will serve no purpose when placed on the top. √ (2)
2.1.3 G – To assist with the alignment of formwork; √
to secure the prop in position;
to ease dismantling
ANY ONE OF THE ABOVE (1)
2.1.4 H – To prevent props from sagging; √
to distribute the load to the load-bearing surface
ANY ONE OF THE ABOVE (1)
2.2
2.2.1 Main bars – to act against the tensile forces. √√ (2)
2.2.2 Stirrups/Binders √ (1)
2.3 CRITERIA STRIP FOUNDATION SHORT BORED
PILES
Preparation of Trenches are dug by Pile holes are
foundation workers using shovels drilled into the
and picks or earth with an auger
mechanical diggers √ type bit or drill √
Concrete filling Concrete is poured by Concrete is forced
hand using a into the hole by
wheelbarrow or by gravitational forces
ready-mix √ √ (4)
2.4
2.4.1 1,788 m – 1,482 m √ or 1, 482 m – 1,788 m
= 0,306 m √ = -0,306 m (2)
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Civil Technology 6 DBE/November 2012
NSC – Memorandum
2.4.2 1,788 m – 1,526 m or 1,526 m – 1,788 m √
= 0,262 m or – 0,262 m√ (2)
2.4.3 Intermediate sight √ (1)
2.4.4 Rise √ (1)
2.5.1
and Nail √
2.5.2 Timber roof track/Ceiling track √
Brandering √
√
√
√ Ceiling board
√ √
√ Cornice
Cladding
√ √
Timber strut
FIGURE 2.5
ASSESSMENT CRITERIA MARKS
Brandering 1
Ceiling board 1
Top rail/Timber roof track/ceiling track 1
Nail/Screw 1
Timber strut vertical 1
Cladding 1
Cornice 1
Any three labels 3
Total 10 (10)
2.5.3 Gypsum board √
Chipboard/Veneered board √
Supawood/Medium-density fibre board
Hardboard/Masonite
Plywood
Shutter board
SA Pine
ANY TWO OF THE ABOVE OR ANY OTHER ACCEPTABLE
ANSWER (2)
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Civil Technology 7 DBE/November 2012
NSC – Memorandum
2.6 Check power tool cable for damage. √
Ensure that the power tool cable lies outside the working area. √
See that the power supply is properly earthed.
Don't work near water with power tool
Moving part, Must be kept away from the body.
Switch off power supply and disconnect the power tool when making
adjustments.
Hold power tool securely and firmly when using it.
Remove all jewellery and loose clothing.
Use safety goggles to protect your eyes.
Report any defects immediately.
ANY TWO OF THE ABOVE OR ANY OTHER ACCEPTABLE ANSWER (2)
2.7 Square shape √ (1)
[40]
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Civil Technology 8 DBE/November 2012
NSC – Memorandum
QUESTION 3: LO 3 AS 5, 8
3.1 3.1.1 B √ (1)
3.1.2 A √ (1)
3.1.3 C √ (1)
3.1.4 C √ (1)
3.1.5 B √ (1)
3.2 ADVANTAGES DISADVANTAGES
Easily accessible √ Contamination from surface
Cheap √ pollution. √
Water supply is reliable √ Although relatively reliable, it can
dry up. √
Children can fall into the primitively
dug well. √
Obtaining water from a cranked
windlass can be slow
ANY OTHER ACCEPTABLE ANSWER
(6)
3.3 3.3.1 A Rodding eye / cover √
B Pipe (110 mm) √
C Junction (45°) √ (3)
3.3.2 Direction D √ (1)
3.3.3 It is for cleaning purposes so that the cleaning rods can enter the
sewer line √
For easy access to the main sewer pipe.
ANY ONE OF THE ABOVE (1)
3.3.4 Gives access to the drain pipes √
Prevents foul gasses from the sewerage system entering the
atmosphere
Prevents rain water, dirt, dust entering the sewer line
For safety purposes
ANY ONE OF THE ABOVE OR ANY OTHER ACCEPTABLE (1)
ANSWER
3.3.5 Cheaper than installing a manhole √
Smaller and look neater than a manhole √
ANY OTHER ACCEPTABLE ANSWER (2)
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Civil Technology 9 DBE/November 2012
NSC – Memorandum
3.4
√ A
Bedroom 2 Kitchen
DB√
Lounge B √
TV room
Bedroom 1
E √ Garage
√
√ C
F
D √
FIGURE 3.4 (7)
3.5 Septic tank √ – Bacterial action dissolve sewage and excess fluids soak into
the ground by means of a french drain √
Conservancy tank √ – Sewage stored in a tank and pumped out when
nearing full capacity √
Pit toilet
ANY OTHER ACCEPTABLE ANSWER (4)
[30]
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Civil Technology 10 DBE/November 2012
NSC – Memorandum
QUESTION 4: LO3 AS 2, 3, 7, 8
4.1 4.1.1 FALSE √ (1)
4.1.2 TRUE √ (1)
4.1.3 TRUE √ (1)
4.1.4 FALSE √ (1)
4.1.5 TRUE √ (1)
4.1.6 TRUE √ (1)
4.2
4.2.1 Submersion of wood – Absorbs more preservatives √
ANY OTHER ACCEPTABLE ANSWER (1)
4.2.2 Full cell process – Preservative process is faster √
ANY OTHER ACCEPTABLE ANSWER (1)
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Civil Technology 11 DBE/November 2012
NSC – Memorandum
4.3 A B C D
1/ 6,0 m √ √ Area of wall before deductions
√ 2,7 m √ 16,2 m² 6 000 mm x 2 700 mm (4)
1/ 1,2 m √ √ Area of window 1
√ 1,5 m 1,8 m² 1 200 mm x 1 500 mm (3)
1/ 1,2 m √ √ Area of window 2
√ 0,6 m 0,72 m² 1 200 mm x 600 mm (3)
Total area of wall, excluding windows
16,2 m² - 1,8 m² - 0,72 m²
= 13,68 m² √ (1)
√ Number of bricks
1/ √ 13,68 m² 110 bricks for 1 m² of 220 mm wall
(4)
110 √ 1 504,8 √ 1 505 bricks will be required
5% wastage and breakages
1 505 bricks x 5%
75 or 76 bricks
Total number of bricks
1 505 bricks + 75 bricks √ or 1505 + 76
= 1 580 bricks √ = 1 581 bricks
or 1 505 x 1,05
= 1 580,25
= 1 580 bricks or 1 581 bricks (2)
4.4 4.4.1 Breaking √ (1)
4.4.2 Angle iron √ (1)
4.4.3 Copper √ (1)
4.4.4 Galvanising √ (1)
4.4.5 Corrosive √ (1)
[30]
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Civil Technology 12 DBE/November 2012
NSC – Memorandum
QUESTION 5: LO3 AS 5, 6
5.1.1 8N √ (1)
5.1.2 20 N √ (1)
5.1.3 0N √ (1)
5.1.4 3 m √√ (2)
5.1.5 Upward forces = downward forces
√ √
22,5 N + 15,5 N = 10 N + 8 N + 20 N
38 N = 38 N (2)
5.1.6 2 mm = 1 N √ (1)
5.1.7 SFa = 22,5 N √ (1)
√ √
5.1.8 SFb = 22,5 N – 10 N
= 12,5 N (Candidates must show steps) (2)
5.1.9 SFd = 22,5 N – 10 N – 8 N – 20 N √√ or 12,5 – 8 – 20
= -15,5 N = -15,5 N (2)
5.1.10 SFe = 22,5 N – 10 N – 8 N – 20 N + 15,5 N √√ or -15,5 N + 15,5
=0N = 0N (2)
5.1.11 Yes √ (1)
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Civil Technology 13 DBE/November 2012
NSC – Memorandum
5.2
5.2.1 Area of figure A1 = ½bxh
= ½ x 60 x 60
= 30 x 60
= 1 800 mm²
Area of figure A2 = lxb
= 60 x 60
= 3 600 mm²
Total Area = 1 800 mm² + 3 600 mm²
= 5 400 mm²
Position of centroid from AB = (A1 x d) + (A2 x d)
Total area
√√ √√ √√ √√
= (1 800 x 80) + (3 600 x 30) mm3
5 400 mm² √
= 144 000 + 108 000 mm3 √
5 400 mm²
= 252 000 mm3
5 400 mm²
= 46,67 √ mm √
OR
Take moments about A on Y-axis
√√ √√ √√ √√
5 400 mm² x X = (1 800 x 80) + (3 600 x 30) mm3
5 400 mm² x X = 144 000 + 108 000 mm3
X = 252 000 mm3 √
5 400 mm² √
= 46,67 √ mm √
OR
Part AREA (A) X AREA OF X
Ax
Triangle 1 800 mm² √√ h = 60 = 20 + 60 = 80√√ 144 000 mm3
3 3
Square 3 600 mm² √√ S = 60 = 30 108 000 mm3
2 2 √√
Σ 5 400 mm² √ 252 000 mm3 √
Σ AX
ΣA
= 252 000 mm3
5 400 mm² (12)
= 46,67√ mm √
5.2.2 30√ mm √ (2)
[30]
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Civil Technology 14 DBE/November 2012
NSC – Memorandum
QUESTION 6: LO3 AS4, 5, 7, 8
ANSWER SHEET 6.1
QUESTION 6.1
Assessment Marks
criteria
Rafter 2
King post 1
Strut 2
Queen post 2
Tie beam 1
King post Neatness 2
√
√ Application of
Rafter √
√ scale 3
Any two lables 2
√ Total 15
Strut
√ √
Queen post √ √
√
Tie beam
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Civil Technology 15 DBE/November 2012
NSC – Memorandum
ANSWER SHEET 6.2
QUESTION 6.2
√ √ √ √ 220
W1 W1 W1 √ W2
√ √
√ 3 000
√ OFFICE 110
D2
√
D2 √
√ √
√ Assessment Marks
√ criteria
STORE External walls 4
√ WORKSHOP ROOM √ 6 450 Internal walls 2
Windows 6
√ Doors 3
Roofline 4
WHB 1
√ √ Labelling 2
Any TWO 2
√ dimensions
Neatness 1
D1 W1 W3 Total 25
√ √ 220
Door 1 can be a double door, sliding door or a roll up door
FLOOR PLAN √
SCALE 1 : 100 √
NOT TO SCALE
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