CIVIL TECHNOLOGY PAPER
GRADE 12
NSC EXAM PAPERS AND MEMOS
NOVEMBER 2016
QUESTION 1: CONSTRUCTION, SAFETY AND MATERIAL
1.1.1 The worker should have ensured that:
ANY TWO OF THE ABOVE OR ANY OTHER ACCEPTABLE ANSWER
1.1.2
ANY TWO OF THE ABOVE (2)
1.1.3 The machine makes a loud noise √ that will damage your hearing. √ It is the rule or regulation on a building site to protect the hearing of workers. ANY OF THE ABOVE (2)
1.1.4
ANY ONE OF THE ABOVE
1.2
1.2.1
1.2.2 7 to 28 days √ (1)
1.3 Any TWO labels √√
ASSESSMENT CRITERIA | MARK | CANDIDATE'S MARK |
Roof covering correctly drawn | 1 | |
Beam filling correctly drawn | 2 | |
Wall plate correctly drawn | 1 | |
Any TWO labels | 2 | |
TOTAL | 6 | (6) |
Single line for roof covering is acceptable.
Wall plate in good proportion acceptable.
1.4
1.5
1.6
1.7
1.7.1 Channel-iron/U beam √ (1)
1.7.2 Exposed steel is prone to rust if not treated. √ (1)
1.7.3
1.7.4
1.8
1.8.1
1.8.2 (4)
ASSESSMENT CRITERIA | MARK | CANDIDATE'S MARK |
Stretcher course | 2 | |
Header course | 1 | |
Correctness of T-junction | 1 | |
TOTAL | 4 |
1.9
1.10
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QUESTION 2: ADVANCED CONSTRUCTION AND EQUIPMENT
2.1
2.1.1 D √ (1)
2.1.2 L √ (1)
2.1.3 J √ (1)
2.1.4 H √ (1)
2.1.5 K √ (1)
2.1.6 A √ (1)
2.1.7 M √ (1)
2.1.8 I √ (1)
2.1.9 G √ (1)
2.1.10 B √ (1)
2.2
2.2.1 Chalk line √
USE
2.2.2 Try square √
USE
2.2.3 Mitre square √
USE
2.2.4 Sliding bevel √
USE
2.3
2.3.1
2.3.2 To strengthen the concrete where it is the weakest against tensile strength. √ (1)
2.3.3
Stirrups strengthen concrete against shear forces. √
Shear forces are the greatest next to the support,
Stirrups resist shear stress. (1)
2.4
2.4.1 Slump test √ (1)
2.4.2 This test is used to test the workability of concrete/ consistency of the concrete √ (1)
2.4.3 For every new/fresh batch of concrete that is mixed √ (1)
2.5
2.6
2.6.1
A – Compression force/pushing forces √
B – Tensile force/bending forces √
C – Lateral force √ (3)
2.7
2.7.1 Round/circular/cylindrical column formwork √ (1)
2.7.2 Hardboard/plywood/pvc/galvanised/metal sheets √ (1)
2.7.3 Bolt and nut/threaded rods with nuts/clamp √ (1)
2.7.4 Apply form oil/emulsion oil/releasing agents to formwork √ (1)
2.8
2.9
ASSESSMENT CRITERIA | MARK | CANDIDATE'S MARK |
Ribs | 2 | |
Block | 1 | |
Reinforcing on top of or inthe rib | ||
Hollow in block | 1 | |
TOTAL | 5 |
(5)
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QUESTION 3: CIVIL SERVICES
3.1
Labelling not required (2)
3.2 40/50 mm √ (1)
3.3
3.3.1
A Ventilation pipe/breather pipe/gas escape pipe √ (1)
B Inlet pipe/Inflow pipe/Influent √ (1)
C Settling chamber/Chamber 1 √ (1)
D Discharge chamber/Chamber 2 √ (1)
E Manhole cover/Manhole lid/Cover √ (1)
F Outlet pipe/Effluent √ (1)
3.3.2 The raw sewerage will be broken down by anaerobic/bacterial action. √ (1)
3.3.3
3.3.4 The liquids in D will flow out through F to a French drain. √ (1)
3.3.5 The level of the liquids will be the same. √ (1)
3.3.6
3.4 Storm water systems are used to carry storm water to rivers or low-lying dams. √ (1)
3.5 If you direct storm water into a sewerage system:
3.6 Pressure control valves (pressure-reducing valves) are used to ensure that:
3.7
3.8 Thermostat √ (1)
3.9 Gravity geyser/Low pressure geyser √ (1)
3.10 Black √ Absorbs the most heat √ (2)
3.11
A: Wall light √
B: Power point/Socket outlet/Switch Socket outlet/Plug √(2)
ASSESSMENT CRITERIA | MARK | CANDIDATE'S MARK |
Incoming cable to meter box | 1 | |
Incoming cable to DB | 1 | |
Meter box | 1 | |
Distribution board | 1 | |
TOTAL | 4 | (4) |
ANY OTHER WAY OF INDICATING CONDUIT PIPES
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QUESTION 4: QUANTITIES, MATERIALS AND JOINING
4.1
4.1.1 Door stile √ (1)
4.1.2 50 mm/50 √ (1)
4.1.3 600 √ (1)
4.1.4 3 √ (1)
4.1.5 693 mm/693 √ (1)
4.1.6 1 907 mm/1 907 OR 1 904 mm/1 904 √ (1)
4.1.7 20 mm/20 √ (1)
4.2
4.2.1 B √ (1)
4.2.2 A √ (1)
4.2.3 D √ (1)
4.2.4 D √ (1)
4.2.5 A √ (1)
4.2.6 D √ (1)
4.2.7 C √ (1)
4.3.1
A | B | C | D |
Area to be plastered: | |||
Length of ONE short wall: | |||
Length of ONE long wall | |||
Total length of one short and one long wall | |||
(3) | |||
2/ | 11,12 | Area of internal walls before deductions: | |
2,7 √ | 60,05 m² √ | (2) | |
1/ | 1,2 | Area of window opening: | |
0,9 √ | 1,08 m² √ | (2) | |
1/ | 2,1 | Area of door opening: | |
0,9 √ | 1,89 m2 √ | (2) | |
Total wall area to be plastered | |||
√ √ √ 60,05 m² – 1,08 m² - 1,89 m² | |||
= 57,08 m² √ need to be plastered (4) |
4.3.2
Volume of plaster: | |||
1/ | √ 57,08 m2 | ||
√ 0,012 m | 0,68 m3 √ | (3) |
If candidates did not use the dimension paper/sheet 2 marks should be deducted
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QUESTION 5: APPLIED MECHANICS
5.1
5.1.1 675 mm² √ (1)
5.1.2 4 800 mm² OR 4 400 mm² √ (1)
5.1.3 400 mm² √ (1)
5.1.4 5 075 mm² √ (1)
5.1.5 30 mm √ (1)
5.1.6 95 mm √ √ (2)
5.1.7 40 mm √ (1)
When the wrong unit were used the learner will be penalised with ONE mark.
Copyright reserved Please turn over
Civil Technology 15 DBE/November 2016 NSC – Memorandum
5.2
DIAGRAM A: SPACE DIAGRAM
DIAGRAM B: VECTOR DIAGRAM/FORCE DIAGRAM
NOT ACCORDING TO SCALE
USE A MASK TO MARK THIS QUESTION
MEMBER | NATURE | MAGNITUDE |
BC | Strut √ OR --- | 65 N √ (Size to be determined as per vector diagram) OR 0 OR no force |
CD | Tie √ | -------------- |
DA | Tie √ | 32 N √ (Size to be determined as per vector diagram) |
BD | Strut √ | -------------- |
(6)
Tolerance of 1 N to either side
5.3.1
SHEAR FORCE DIAGRAM
USE A MASK TO MARK THIS QUESTION
ASSESSMENT CRITERIA | MARKS | CANDIDATE'S MARK |
Drawing correct | 5 | |
Indicate all values of shear forces on drawing | 1 | |
Correct application of scale | 1 | |
TOTAL | 7 |
5.3.2 Calculated from the left:
BMd: = (28 x 6) - (10 x 4) - (20 x 1) √
= 168 - 40 - 20 √
= 108 Nm √
OR
Calculated from the right:
BMd: = (42 x 4) - (20 x 2) - (20 x 1)
= 168 - 40 - 20
= 108 Nm (3)
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ANSWER SHEET 6.1
NO. | QUESTIONS | ANSWERS | MARKS |
1 | Name the scale used for the site plan. | 1:200 √ | 1 |
2 | State the colour that you will use to indicate the proposed dwelling on the site plan. | Red √ | 1 |
3 | Identify number 1? | Rodding eye √ | 1 |
4 | Identify the line at number 2? | Building line √ | 1 |
5 | Identify number 3 | Sewer pipe/drainpipe √ | 1 |
6 | Determine the distance from the boundary line to the proposed dwelling on the right hand side of the building? | 5 000 mm/5 m √ | 1 |
7 | Identify number 4 | Manhole √ | 1 |
8 | Identify number 5 | Municipal connection √ | 1 |
9 | Draw the roofline of a hipped roof for the building indicated in the next column | 4 | |
10 | Calculate the perimeter of the proposed dwelling. | 64 000 mm/64 m √ √ | 2 |
11 | What elevation will be closest to Long Street? | West elevation √ | 1 |
TOTAL | 15 |
QUESTION 6: GRAPHICS AND COMMUNICATION
ANSWER SHEET 6.2
ASSESSMENT CRITERIA | MARKS | LM |
External Walls | 4 | |
Internal Walls | 3 | |
Windows | 3 | |
Doors | 3 | |
Wash basin | 1 | |
Water closet | 1 | |
Double bowl sink | 1 | |
Dimensions | 4 | |
Floor coverings | 2 | |
Application of scale One or two incorrect = 3 | 3 | |
TOTAL | 25 |
NOT TO SCALE: USE A MASK TO MARK THIS QUESTION ONE MARK SHOULD BE DEDUCTED IF JUNCTIONS AT WALLS ARE CLOSED
ONE MARK SHOULD BE DEDUCTED IF INTERNAL DOORS HAVE A WALL BETWEEN THE OPENING
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