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NATIONAL
SENIOR CERTIFICATE /
NASIONALE SENIOR
SERTIFIKAAT
GRADE/GRAAD 10
NOVEMBER 2018
TECHNICAL SCIENCES P1/
TEGNIESE WETENSKAPPE V1
MARKING GUIDELINE/NASIENRIGLYN
MARKS/PUNTE: 150
This marking guideline consists of 7 pages./
Hierdie nasienrglyn bestaan uit 7 bladsye.
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Technical Sciences Grade 10 P1 Eastern Cape November 2018 Memo
Grade 10 Technical Sciences Paper 1 memorandum from the Eastern Cape November 2018, 7 pages. Read online or get the free PDF download, question paper linked when available.
Technical Sciences · Grade 10 · Eastern Cape November · 2018. Memorandum, 7 pages. Read online or download the PDF.
- Subject
- Technical Sciences
- Grade
- Grade 10
- Document type
- Memorandum
- Year
- 2018
- Exam period
- Eastern Cape November
- Paper
- 1
- Curriculum
- CAPS
- Pages
- 7
- File size
- 191.9 KB
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2 TECHNICAL SCIENCES P1 (EC/NOVEMBER 2018)
QUESTION/VRAAG 1
1.1 D 99
1.2 D 99
1.3 A 99
1.4 A 99
1.5 C 99
1.6 B 99
1.7 D 99
1.8 C 99
1.9 C 99
1.10 A 99 (10 x 2) [20]
QUESTION/VRAAG 2
2.1 Scalar is a quantity that has magnitude only 99
Skalaar is ʼn hoeveelheid wat slegs grootte het.99
Vector is a quantity with both magnitude and direction 99
Vektor is ʼn hoeveelheid met beide grootte en rigting. 99 (4)
2.2 2.2.1 2,23 99 (kg) (2)
2.2.2 2 900 99 (m) (2)
2.2.3 2,23 x 103 99 (2)
2.3 Shortest distance between two points in a particular direction OR
Straight line distance from the starting point to the finishing point with
direction 99
Kortste afstand tussen twee punte in ʼn spesifieke rigting OF
Die reguitlyn tussen die beginpunt en eindpunt met rigting 99 (2)
2.4 2.4.1 2,9 km 9 (or 2 900 m) (1)
2.4.2 2 km 9 (or 2 000 m) to the RIGHT / na REGS 9 (2)
2.5 v = displacement/time v = verplasing/tyd 9
= 2 000 9 /1 800 9 =1,11 m.s-1 9 (4)
2.6 9
9
Resultant displacement/Resultante verplasing = 0 N 9 (3)
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(EC/NOVEMBER 2018) TEGNIESE WETENSKAPPE V1 3
2.7.1 No / Nee 9
There are equal changes in displacement in equal time intervals 9
Therefore velocity is constant 9
Daar is gelyke veranderings in verplasing in gelyke tydintervalle 9
Dus is die snelheid constant 9 (3)
2.7.2 T= 1/F= 1/50 9 = 0,02s 9
Time/tyd = 5 x 0,02 9 = 0,1 s 9 (4)
2.7.3 v = displacement /time= 5 9 x (20/100) 9/0,19 = 2 m.s-19
v = verplasing/tyd = 5 9 x (20/100) 9/ 0,1 9 = 2 m.s-1 9
OR
௦௧Ȁ௦
v=
்Ȁ்௬ௗ
9
ଶ
= 99
ǡଵ
ǡଶ
=
ǡଵ
= 2 m.s-1 9 (4)
[33]
QUESTION/VRAAG 3
3.1 Single force which can produce the same effect as two or more
forces 99
ʼn Enkel krag wat dieselfde effek het as twee of meer kragte 99 (2)
3.2 3.2.1 F1 Normal/Normaal 9 (1)
3.2.2 F2 Applied force/Toegepaste krag 9 (1)
3.2.3 F3 Weight or Force of gravity/Gewig of Swaartekrag 9 (1)
3.2.4 F4 Friction/Wrywing 9 (1)
3.3 Weight/Gewig 9 or/of Force of gravity/Swaartekrag 9 (1)
3.4 Fg = mg 9= 60 x 9,8 9 = 588 N 9 (3)
3.5 Take right as positive/Neem regs as positief
Fresultant = 50 + (-15) = 35 N99 to the right/na regs 9 (3)
OR/OF
Take left as positive/Neem links as positief
Fresultant = 15 + (-50) = -35 N = 35 N 99 to the right/na regs 9
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4 TECHNICAL SCIENCES P1 (EC/NOVEMBER 2018)
3.6 3.6.1 Fresultant = 0 N9 (1)
3.6.2 Equilibrant /Ekwilibrant 9 (1)
3.6.3 F = 35N 9 to the LEFT/na LINKS 9 (2)
[17]
QUESTION/VRAAG 4
4.1 4.1.1 Moment 9 (of a force/van ʼn krag)/Wringkrag (1)
4.1.2 Cantilever / Cantilever 9 (1)
4.1.3 Mechanical advantage / Meganiese voordeel9 (1)
4.2 4.2.1 Sum of moments clockwise/ Som van momente kloksgewys
= F1 x d1 + F2 x d29
= 3 000 x 2 9+ 4 000 x 4 9
= 22 000 N.m 9 or (22 kN)
(4)
4.2.2 MACW = MCW 9 (Law of moments/Wet van momente)
RB x 6 = 22 0009
RB = 3 670 N
RA + RB = F1 + F2 9 (Beam is in equilibrium/Balk is in ewewig)
RA + 3 6709 = 3 000 + 4 0009
RA = 3 330 N9 (6)
4.3
Load/Vrag 99
Effort/Las 9
Fulcrum/Draaipunt 99
(6)
4.4 4.4.1 Class ONE/Klas EEN 9
Load is between effort and fulcrum/Vrag is tussen las en
fulkrum 9 (2)
4.4.2 FL/FE = dE/dL 9
200/50 9 = (20/100) 9/dL
dL= 0,05 m 9 (4)
[25]
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(EC/NOVEMBER 2018) TEGNIESE WETENSKAPPE V1 5
QUESTION/VRAAG 5
5.1.1 Energy a body has due to its position above the ground. 99 (2)
Energie van ʼn liggaam as gevolg van sy posisie bokant die grond 99
5.1.2 Sum of kinetic energy and potential energy 99 (2)
Som van die kinetiese en potensiële energie 99
5.2.1 Ek at P = ½ mv2 9
= ½ x 60 x 42 9 (3)
= 480 J 9
5.2.2 U at Q = mgh 9
= 60 x 9,8 x 3 9 (3)
= 1 764 J 9
5.3 U at P = mgh
2 469 9 = 60 x 9,8 x h 9
4,2 m 9 = h Accept/Aanvaar 4,199 m (3)
5.4 Ek at Q = ½ mv2
705,6 9 = ½ (60) 9 v2
v = 4,85 m.s-19 (3)
[16]
QUESTION/VRAAG 6
6.1 REMOVED /VERWYDER 9 (1)
6.2 ne = ΔQ/e 9
= 6 x 10-6/1,6 x 10-19 9
= 3,75 x10-199 e- (3)
6.3 To prevent charge from leaking 99 (2)
Om te verhoed dat lading uitlek 99
6.4 6.4.1 Total charge of an isolated system remains constant 99 (2)
Totale lading van ʼn geïsoleerde system bly constant. 99
6.4.2 From R to P / Van R na P 9 (1)
6.4.3 Qtotal before / Qtotaal voor= (+6 x 10-6 + 0)
Qtotal after = Qtotal before / Qtotaal na = Qtotaal voor
QR = +6 x 10-6 /2 99= +3 x 10-6 C 9 (3)
[12]
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6 TECHNICAL SCIENCES P1 (EC/NOVEMBER 2018)
QUESTION/VRAAG 7
7.1 Rate of flow of charge/ Tempo van vloei van lading 99 (2)
7.2 7.2.1 CIRCUIT/STROOMBAAN 2 9 (1)
7.2.2 CIRCUIT/STROOMBAAN 1 9 (1)
7.3 Y to/na X 9 (1)
7.4 7.4.1 EMF = 12 V 9 (1)
7.4.2 Rp= R1R2/R1+R2 9 = 12 x 12 /(12 + 12) 9 = 6 Ω9 (3)
7.5 Voltmeter
V
Cells /Selle Ammeter
A
Bulbs/Gloelampe
Marking criteria/Merk kriteria
Three cells / Drie selle 9
Voltmeter 9
Ammeter 9
Bulbs in parallel/Gloeilampe in parallel 9
Switch/Skakelaar 9 (5)
[14]
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(EC/NOVEMBER 2018) TEGNIESE WETENSKAPPE V1 7
QUESTION/VRAAG 8
8.1 8.1.1 Opposition to flow of electric current 99 (2)
Opposisie teen die vloei van elektriese stroom 99
8.1.2 Length of conductor/Lengte van die geleier 9 (1)
8.1.3 Temperature/Temperatuur 9
Thickness (Cross sectional area)/ Dikte (Deursnit-area) 9 (3)
Type of conductor/Tipe geleier 9
8.2 8.2.1 The longer the conductor the higher the resistance OR
The shorter the conductor the lower the resistance OR
Resistance is directly proportional to the length of the
conductor 99
Hoe langer die geleier, hoe hoër is die weerstand OF
Hoe korter die geleier, hoe laer is die weerstand OF (2)
Weerstand is direk eweredig aan die lengte van die geleier 99
8.2.2 9 √√ (Ω) (2)
8.2.3 Gradient/Gradiënt = (18 – 9) √/(7 – 3) √ = 2,25 √ (3)
[13]
TOTAL/TOTAAL: 150
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