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GRAAD 12
NATIONAL
SENIOR CERTIFICATE
GRADE 12
CIVIL TECHNOLOGY
FEBRUARY/MARCH 2016
MARKS: 200
TIME: 3 hours
This question paper consists of 19 pages, 6 answer sheets and a formula sheet.
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Civil Technology Grade 12 NSC Supplementary 2016 QP (Eng)
Grade 12 Civil Technology question paper from the NSC Supplementary Exam 2016 (English), 26 pages. Read online or download the free PDF.
Civil Technology · Grade 12 · NSC Supplementary Exam · 2016. Question paper, 26 pages. Read online or download the PDF.
- Subject
- Civil Technology
- Grade
- Grade 12
- Document type
- Question paper
- Year
- 2016
- Exam period
- NSC Supplementary Exam
- Curriculum
- CAPS
- Pages
- 26
- File size
- 447.6 KB
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This exam
NSC Supplementary Exam 2016
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Civil Technology 2 DBE/Feb.–Mar. 2016
NSC
REQUIREMENTS:
1. Drawing instruments
2. A non-programmable pocket calculator
3. ANSWER BOOK
INSTRUCTIONS AND INFORMATION
1. This question paper consists of SIX questions.
2. Answer ALL the questions.
3. Answer each question as a whole. Do NOT separate subsections of
questions.
4. Start the answer to EACH question on a NEW page.
5. Do NOT write in the margin of the ANSWER BOOK.
6. You may use sketches to illustrate your answers.
7. Write ALL calculations and answers in the ANSWER BOOK or on the
attached ANSWER SHEETS.
8. Use the mark allocation as a guide to the length of your answers.
9. Make drawings and sketches in pencil, fully dimensioned and neatly finished
off with descriptive titles and notes to conform to the SANS/SABS Code of
Practice for Building Drawings.
10. For the purpose of this question paper, the size of a brick should be taken as
220 mm x 110 mm x 75 mm.
11. Use your own discretion where dimensions and/or details have been omitted.
12. Answer QUESTIONS 1.9, 4.6, 5.2, 5.3, 6.1 and 6.2 on the attached ANSWER
SHEETS using drawing instruments, where necessary.
13. Write your CENTRE NUMBER and EXAMINATION NUMBER on every
ANSWER SHEET and hand them in with your ANSWER BOOK, whether you
have used them or not.
14. Due to electronic transfer, drawings in the question paper are NOT to scale.
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Civil Technology 3 DBE/Feb.–Mar. 2016
NSC
QUESTION 1: CONSTRUCTION, SAFETY AND MATERIAL
1.1 FIGURE 1.1 below is an illustration of a workshop.
[Source: The Christian Science Monitor]
FIGURE 1.1
1.1.1 Study FIGURE 1.1 and describe the action that is unsafe. (1)
1.1.2 Describe how this unsafe action can be rectified. (1)
1.2 Predict the consequences if the following safety equipment is not used:
1.2.1 Face protection (1)
1.2.2 Dust mask (1)
1.2.3 Safety boots (1)
1.3 Recommend THREE safety precautions that must be adhered to when
handling heavy materials. (3)
1.4 Distinguish, by means of free-hand sketches, between skirting and quadrant
(quarter round moulding). (2)
1.5 FIGURE 1.5 below shows a steel profile.
FIGURE 1.5
1.5.1 Identify the type of steel profile. (1)
1.5.2 Explain ONE property of the steel profile. (1)
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Civil Technology 4 DBE/Feb.–Mar. 2016
NSC
1.6 Explain the purpose of stone in concrete. (3)
1.7 Name THREE places in a building where damp-proof course (DPC) or a
damp-proof membrane should be used. (3)
1.8 Give ONE reason why you will use damp-proof course (DPC) when
constructing a building. (1)
1.9 FIGURE 1.9 below shows the front elevation of a one-brick wall. Study the
drawing and answer the questions that follow.
A A
FIGURE 1.9
1.9.1 Identify the bond used in the wall. (1)
1.9.2 Project and draw the end view of this wall on
ANSWER SHEET 1.9. (2)
1.9.3 On ANSWER SHEET 1.9, project and draw from the given view the
plan course of a T-junction for a one-brick wall of course AA.
The T-junction is attached to the wall at the brick marked with a
cross. (4)
1.10 Name TWO materials that can be used as roof covering for buildings along
the coast. (2)
1.11 State TWO disadvantages of using timber frames instead of steel frames for
windows. (2)
[30]
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Civil Technology 5 DBE/Feb.–Mar. 2016
NSC
QUESTION 2: ADVANCED CONSTRUCTION AND EQUIPMENT
Start this question on a NEW page.
2.1 FIGURE 2.1 below is a photograph of a power tool used on a construction site.
FIGURE 2.1
2.1.1 Identify the power tool in FIGURE 2.1. (1)
2.1.2 State TWO uses of this power tool. (2)
2.1.3 Explain why you would prefer using this power tool instead of a
hand tool. (1)
2.1.4 Explain how you can still use this tool even when there is a power
failure. (1)
2.2 FIGURE 2.2 below is a photograph of equipment used for surveying on a
construction site.
FIGURE 2.2
2.2.1 State TWO uses of this equipment. (2)
2.2.2 Name the THREE main parts (accessories) of this equipment as
shown in FIGURE 2.2. (3)
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Civil Technology 6 DBE/Feb.–Mar. 2016
NSC
2.3 Draw a neat two-dimensional free-hand sketch of ONE type of wall tie. (1)
2.4 Name ONE place where you will use wall ties. (1)
2.5 FIGURE 2.5 below shows a component used in the building industry.
B
A
FIGURE 2.5
2.5.1 Name the building component shown in FIGURE 2.5. (1)
2.5.2 Name ONE type of bar that can be used for A. (1)
2.5.3 Describe the purpose of B. (1)
2.5.4 Name ONE type of construction in which this component can be
used. (1)
2.5.5 Concrete will be cast on top of the component in FIGURE 2.5.
Name ONE method of curing concrete. (1)
2.5.6 Describe what you will use to support this component to prevent it
from bending during installation. (1)
2.6 Explain how you will treat the shuttering boards of formwork that has just
been removed to be reused. (2)
2.7 You have to erect shuttering (formwork) for a square column on a site.
State THREE requirements that shuttering (formwork) should comply with. (3)
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Civil Technology 7 DBE/Feb.–Mar. 2016
NSC
2.8 FIGURE 2.8 below shows a drawing of the reinforcing of a beam.
A
B
C
D
FIGURE 2.8
2.8.1 Name parts A to D. (4)
2.8.2 Name the component that you will use to keep the reinforcing away
from the shuttering boards (formwork). (1)
2.9 Explain the purpose of the sole plate used in scaffolding. (1)
2.10 FIGURE 2.10 below shows the incomplete drawing of a sectional view of the
substructure of a cavity wall.
FIGURE 2.10
2.10.1 Weep holes are very important in cavity walls. Briefly describe
where weep holes should be located in a cavity wall. (1)
2.10.2 State the purpose of weep holes. (1)
2.10.3 State TWO purposes of the cavity between the walls. (2)
2.10.4 Name the material used to fill the cavity between the floor and the
foundation. (1)
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Civil Technology 8 DBE/Feb.–Mar. 2016
NSC
2.10.5 Calculate the total width of a cavity wall if the cavity is 50 mm.
Show ALL calculations. (2)
2.11 Name ONE type of material that you will use as cladding when installing a dry
wall construction in a bathroom, taking into consideration the wet conditions in
the bathroom. (1)
2.12 Pile foundations are generally used when ground conditions are unstable.
Name the type of foundation that will be used with stable soil. (1)
2.13 A temporary support is used to support bricks when an arch is being built.
Give the correct term for this support. (1)
2.14 Give the correct term for the inner radius of a semi-circular arch. (1)
[40]
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Civil Technology 9 DBE/Feb.–Mar. 2016
NSC
QUESTION 3: CIVIL SERVICES
Start this question on a NEW page.
3.1 Choose a description from COLUMN B that matches an item in COLUMN A.
Write only the letter (A–G) next to the question number (3.1.1–3.1.5) in the
ANSWER BOOK, for example 3.1.6 H.
COLUMN A COLUMN B
3.1.1 Kick pipe A PVC pipes neatly fixed to the
surface of walls
3.1.2 Gutter
B used to protect the main
3.1.3 Grid-plate manhole cover on electrical supply cable
streets/pavements/in kerbs
C works on a credit principle of
3.1.4 Prepaid card system electrical units
3.1.5 Surface-mounted conduits D allows water to enter the storm-
water system
E directs storm water off the roof
F pipes that slope towards
collecting points
G chased inside walls that are
sealed with plaster to hide it
(5 x 1) (5)
3.2 Name any THREE materials that are used for the manufacture of pipes for a
cold-water installation. (3)
3.3 FIGURE 3.3 below shows the installation of a sink in a kitchen. Study the
drawing and answer the questions that follow.
A
H
B
C
D
E
F
G
FIGURE 3.3
3.3.1 Explain the purpose of A. (1)
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Civil Technology 10 DBE/Feb.–Mar. 2016
NSC
3.3.2 Explain the function of cap B on the pipe bend. (1)
3.3.3 Identify pipe C. (1)
3.3.4 State the diameter of pipe C. (1)
3.3.5 Explain the purpose of D. (1)
3.3.6 Explain why you would fix a 45° PVC bend (E) at the end of pipe C. (1)
3.3.7 State the diameter of pipe F. (1)
3.3.8 Describe the purpose of the water at G. (1)
3.3.9 Identify part H. (1)
3.4 Identify the following symbols as used in civil services:
3.4.1
(1)
3.4.2 (1)
3.4.3
(1)
3.4.4 (1)
3.5 Give TWO reasons why wastewater may not be channelled into a septic tank. (2)
3.6 FIGURE 3.6 below shows a typical high-pressure geyser installation. Write
the correct name of the part next to the letter (A–G) in the ANSWER BOOK.
F C
G
B
5
A
1
D
E
FIGURE 3.6 (7)
[30]
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Civil Technology 11 DBE/Feb.–Mar. 2016
NSC
QUESTION 4: QUANTITIES, MATERIALS AND JOINING
Start this question on a NEW page.
4.1 FIGURE 4.1 below shows the front view of a double casement window. Study
the drawing and complete the incomplete cutting list. Write only the answer
next to the question number (4.1.1–4.1.7) in the ANSWER BOOK.
1 130
75 x 114
54 x 44
75 x 114
54 x 44
1 050 75 x 114
30 x 44
3 mm Thick
thick
54 x 44
75 x 150
FIGURE 4.1
MEMBER QUANTITY UNIT LENGTH WIDTH THICKNESS MATERIAL
Frame head 1 mm 4.1.1 114 75 Meranti
Window sill 1 mm 1 130 4.1.2 75 Meranti
Jamb/Frame stile 2 mm 1 050 4.1.3 75 Meranti
4.1.4 4 mm 900 54 44 Meranti
Top rail 2 mm 400 54 4.1.5 Meranti
Bottom rail 2 mm 400 4.1.6 44 Meranti
Glazing bar 4.1.7 mm 305 30 44 Meranti (7)
4.2 Various options are given as possible answers to the following questions.
Choose the answer and write only the letter (A–D) next to the question
number (4.2.1–4.2.5) in the ANSWER BOOK, for example 4.2.6 D.
4.2.1 The total length of cornice required for a room with an internal
measurement of 4 800 mm x 3 600 mm will be …
A 9,6 m.
B 16,8 m.
C 7,2 m.
D 8,4 m. (1)
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Civil Technology 12 DBE/Feb.–Mar. 2016
NSC
4.2.2 If the length of a foundation is 8 m, the width 0,5 m and the
depth 0,4 m, then the volume of concrete needed will be …
A 1,6 m3.
B 2,3 m3.
C 1,4 m3.
D 1,2 m3. (1)
4.2.3 Gang nails are used to join …
A roof trusses to brickwork.
B roof trusses to wall plates.
C roof trusses to purlins.
D members of a roof truss. (1)
4.2.4 A/An … is the type of screw used when fixing cladding to a wooden
or aluminium frame.
A self-tapping screw
B coach screw
C dry wall screw
D ovalhead screw (1)
4.2.5 PVC glue is used for the joining of ...
A brickwork.
B wood.
C metal.
D plastic. (1)
4.3 Explain the use of galvanised hoop iron in the building environment. (1)
4.4 Name the type of nail that should be used to secure a cornice to a brick wall. (1)
4.5 You can use nylon anchors or wall plugs and screws when securing heavy
shelves to a brick wall. Recommend another fastener to secure the shelves to
the wall if both these fasteners are not strong enough. (1)
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Civil Technology 13 DBE/Feb.–Mar. 2016
NSC
4.6 FIGURE 4.6 below shows the floor plan of a storeroom.
10 040
5 240
FIGURE 4.6
SPECIFICATIONS:
Outside measurements of the storeroom: 10 040 mm x 5 240 mm
Width of the walls: 220 mm
Size of one tile: 600 mm x 600 mm
Use ANSWER SHEET 4.6 and calculate the following:
4.6.1 The internal measurements of the storeroom (6)
4.6.2 The internal area of the storeroom (3)
4.6.3 The number of tiles required for the storeroom (6)
[30]
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Civil Technology 14 DBE/Feb.–Mar. 2016
NSC
QUESTION 5: APPLIED MECHANICS
Start this question on a NEW page.
5.1 FIGURE 5.1 below shows a shaped lamina with a right-angled triangular hole.
All dimensions are in millimetres.
Study the lamina and answer the questions that follow by writing only the
answer with the unit next to the question number (5.1.1–5.1.8), for example
5.1.9 2 400 mm².
A
15
2
1
90 30
3
15
15
B B
A 30 15 30 15
FIGURE 5.1
5.1.1 Calculate the area of part 1. (1)
5.1.2 Calculate the area of part 2. (1)
5.1.3 Calculate the area of part 3. (1)
5.1.4 Calculate the total area of the lamina. (1)
5.1.5 Calculate the position of the centroid of part 3 from A–A. (1)
5.1.6 Calculate the position of the centroid of part 1 from B–B. (1)
5.1.7 Calculate the position of the centroid of part 3 from B–B. (1)
5.1.8 Calculate the position of the centroid of part 2 from B–B. (1)
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Civil Technology 15 DBE/Feb.–Mar. 2016
NSC
5.2 FIGURE 5.2 below shows the space diagram of a roof frame.
90 N
B
50 N
C
F
A
E 30°
60°
30°
D
82,5 N 57,5 N
FIGURE 5.2
5.2.1 On ANSWER SHEET 5.2, develop and draw a vector diagram to
graphically determine the magnitude and nature of the forces in
each member (part) of the frame. Use scale 1 mm = 1 N. (8)
5.2.2 Deduce, from the space and vector diagrams, the nature and
magnitude of the forces in the members (parts) indicated in the
table on ANSWER SHEET 5.2. (4)
5.3 FIGURE 5.3 below shows the space diagram of a beam with a span of
8 metres with three point loads and a uniformly distributed load. Study the
diagram and answer the questions that follow.
8N 3 N/m 4N 3N
A B C D E
2m 4m 2m
LR = 13 N RR = 14 N
FIGURE 5.3
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Civil Technology 16 DBE/Feb.–Mar. 2016
NSC
5.3.1 Deduce from FIGURE 5.3 the value of the shear forces and draw
the shear force diagram on ANSWER SHEET 5.3. Use scale
2 mm = 1 N. (5)
5.3.2 The value of the bending moments at A = 0 N/m, B = 26 N/m,
C = 30 N/m, D = 22 N/m and E = 0 N/m. Use all available
information and draw the bending moment diagram on
ANSWER SHEET 5.3. Use scale 2 mm = 1 N/m. (5)
[30]
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Civil Technology 17 DBE/Feb.–Mar. 2016
NSC
QUESTION 6: GRAPHICS AND COMMUNICATION
6.1 FIGURE 6.1 below shows a sectional view of the eave of a roof. Study the
drawing and complete the table on ANSWER SHEET 6.1.
1
5
6 4 2
3
FIGURE 6.1 (15)
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Civil Technology 18 DBE/Feb.–Mar. 2016
NSC
6.2 FIGURE 6.2 below shows the incomplete floor plan with the roof layout of a
proposed dwelling.
12 000
220 220
W2
1 600
3 000
5 440 1 800 W1
1 600 W3 2 400
10 200
W2
960
220
W2 2 000
1 400
220
220
220 1 500 2 400 1 500 900 1 500 3 540 220
FIGURE 6.2
Study FIGURE 6.2 and develop and draw, on ANSWER SHEET 6.2, to
scale 1 : 50, the WEST ELEVATION of the building. Use the specifications
below and on the next page. (Use the assessment criteria on ANSWER
SHEET 6.2 as a guideline for your drawing.)
SPECIFICATIONS:
The height between the natural ground level and the top level of the floor
slab is 300 mm.
The height between the floor slab and the underside of the wall plate is
2 600 mm.
The roof is covered with tiles and is finished with a 220 mm wide fascia
board.
The ridge capping is 100 mm high.
Rainwater down pipes are 75 mm in diameter and 100 mm square
gutters are used.
Rainwater down pipes should be placed on every corner of the building.
The eaves overhang is 500 mm.
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Civil Technology 19 DBE/Feb.–Mar. 2016
NSC
The door is 2 100 mm high and 900 mm wide.
The doorstep is 150 mm high.
The building has a hipped roof with a pitch of 30°.
The following must also be shown on the drawing:
The method used to determine the roof height
Window sills
Any TWO rainwater down pipes on the elevation
Print the title and scale beneath the drawing
WINDOW SCHEDULE
Window 1 (W1) Window 2 (W2) Window 3 (W3)
Width Height Width Height Width Height
1 800 1 500 2 000 1 500 2 400 1 500 (22)
THREE marks will be allocated for the application of the scale. (3)
Start your drawing from corner A as indicated on the bottom left of
ANSWER SHEET 6.2. [40]
TOTAL: 200
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Civil Technology DBE/Feb.–Mar. 2016
NSC
CENTRE NUMBER:
EXAMINATION NUMBER:
ANSWER SHEET 1.9
1.9.2 1.9.3
A A
ASSESSMENT
CANDIDATE'S
CRITERIA (for MARK
MARK
answer to 1.9.3)
Stretcher course of
2
main wall
Stretcher course of
2
T-junction
TOTAL 4
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Civil Technology DBE/Feb.–Mar. 2016
NSC
CENTRE NUMBER:
EXAMINATION NUMBER:
ANSWER SHEET 4.6
Complete your answers in the spaces indicated with _________.
4.6.1
A B C D
Internal measurement of:
Long walls = _________ - ________
= _________
Short walls = _________ - _________
= _________
(6)
4.6.2
A B C D
1/ ________ Internal area of storeroom:
________ ________
(3)
4.6.3
A B C D
1/ ________ Area of one tile:
________ _________
internal area of storeroom
Total No. of tiles
area of one tile
= _________
= _________ tiles are needed
(6)
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Civil Technology DBE/Feb.–Mar. 2016
NSC
CENTRE NUMBER:
EXAMINATION NUMBER:
ANSWER SHEET 5.2
90 N
B
50 N
C
F
A
E 30°
60°
30°
D
a
82,5 N 57,5 N
FIGURE 5.2
5.2.1
5.2.2
MEMBER NATURE FORCE
AE
DE
Tolerance of 1 N to either side
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Civil Technology DBE/Feb.–Mar. 2016
NSC
CENTRE NUMBER:
EXAMINATION NUMBER:
ANSWER SHEET 5.3
8N 3 N/m 4N 3N
A B C D E
2m 4m 2m
LR = 13 N RR = 14 N
5.3.1
(5)
5.3.2
(5)
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Civil Technology DBE/Feb.–Mar. 2016
NSC
CENTRE NUMBER:
EXAMINATION NUMBER:
ANSWER SHEET 6.1
NO. QUESTIONS ANSWERS MARKS
Identify the type of eave construction used
1 1
in the drawing.
State the minimum pitch (slope) of
2 1
number 1.
3 State the standard dimension of number 2. 1
4 Draw the drawing symbol for number 3. 1
5 Name the colour coding for number 3. 1
6 Explain the purpose of number 4. 1
State the standard dimension of
7 1
number 5.
State the centre-to-centre spacing for
8 1
number 5.
As a draughtsman, recommend a suitable
9 roof truss for a building with a span of 1
4 metres.
State the width of the wall indicated by
10 1
number 6.
Draw the top view of the layout of a gable
11 roof for the proposed building indicated in 5
the answer column.
TOTAL 15
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NSC
ASSESSMENT ASSESSMENT
MARKS LM MARKS LM
CRITERIA CRITERIA
Placement of
CENTRE NUMBER: external walls
3 Ridge capping 1
NGL Determine roof
1 2
(correctly indicated) height
EXAMINATION NUMBER: FFL Print title and
1 2
(correctly indicated) scale
Windows 2 Application of
ANSWER SHEET 6.2 Window sills 2 scale
Fascia board 1 One or two
incorrect = 3
Down pipes 2
Three or four
incorrect = 2
Roof More than five
4 3
(correctly drawn) incorrect = 1
No measurement
correct = 0
Gutter 1 TOTAL 25
A
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NSC
FORMULA SHEET
IMPORTANT ABBREVIATIONS
SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION
c Centroid b Breadth/Width r Radius
ℓ Length s Side A Area
FORMULAE
FORMULA FOR THE
FORMULA FORMULA
AREA OF POSITION OF CENTROIDS
(in words) (in symbols)
X-axis Y-axis
s s
Square side × side s×s
2 2
ℓ b
Rectangle length × breadth ℓ×b
2 2
Right-angled b h
½ × base × height ½b × h
triangle 3 3
Equilateral
triangle/ b h
½ × base × height ½b × h
Isosceles 2 3
triangle
(A1 d) (A2 d)
Position of centroid =
Total area
OR
Y
Ay
A
OR
X
Ax
A
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