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General Mathematics/Mathematics (Core) Essay (Theory)

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(1.) Kinematics: A bus travels between two stations.
Paga and Kapa, covering the first half of the distance at an average speed of 60 km/h and the second half at 90 km/h.
The total distance between the two stations is 300 km.
(a.) Calculate, for the entire journey, the average speed of the bus.
(b.) If the speed of the bus in the first half of the journey is reduced to 50 km.h, determine its effect on the overall time.


$ s..........t..........d ...\text{(not the other stuff 😊)} \\[3ex] speed * time = distance \\[3ex] time = \dfrac{distance}{speed} \\[5ex] \text{total distance} = 300 km \\[5ex] \underline{\text{First Half of Distance}} \\[3ex] distance = \dfrac{300}{2} = 150\;km \\[5ex] \text{average speed} = 60\;km/h \\[3ex] time = \dfrac{150}{60} = \dfrac{5}{2}\;h \\[5ex] \underline{\text{Second Half of Distance}} \\[3ex] distance = \dfrac{300}{2} = 150\;km \\[5ex] \text{average speed} = 90\;km/h \\[3ex] time = \dfrac{150}{90} = \dfrac{5}{3}\;h \\[5ex] \text{total time} = \dfrac{5}{2} + \dfrac{5}{3} \\[5ex] = \dfrac{15 + 10}{6} \\[5ex] = \dfrac{25}{6}\;h \\[5ex] (a.) \\[3ex] \underline{\text{Entire Journey}} \\[3ex] \text{average speed} = \dfrac{\text{total distance}}{\text{total time}} \\[5ex] = 300 \div \dfrac{25}{6} \\[5ex] = 300 * \dfrac{6}{25} \\[5ex] = 72\;km/h \\[5ex] (b.) \\[3ex] \underline{\text{First Half of Distance}} \\[3ex] distance = \dfrac{300}{2} = 150\;km \\[5ex] \text{average speed} = 50\;km/h...\text{reduced speed} \\[3ex] time = \dfrac{150}{50} = 3\;h \\[5ex] \text{total time} = 3 + \dfrac{5}{3} \\[5ex] = \dfrac{9}{3} + \dfrac{5}{3} \\[5ex] = \dfrac{14}{3}\;h \\[5ex] \text{Compare the time for reduced speed with the time for the initial speed} \\[3ex] \dfrac{14}{3} = \dfrac{28}{6} \\[5ex] \dfrac{28}{6} \gt \dfrac{25}{6} \\[5ex] \text{difference} = \dfrac{14}{3} - \dfrac{25}{6} \\[5ex] = \dfrac{28}{6} - \dfrac{25}{6} \\[5ex] = \dfrac{3}{6} \\[5ex] = \dfrac{1}{2}\;h \\[5ex] $ When the speed of the bus is reduced to 50 km/h in the first half of the journey, the overall time is increased by one-half hour.
Less speed, more time.
(2.) Mathematics of Finance: A market trader invested some amount in two accounts which pay 11% and 10% simple interest annually.
The amount invested at 11% is 140% of the amount invested at 10%.
After $3\dfrac{1}{2}$ years, she earned a total of GH¢ 22,580.60 as interest.
How much was invested at 11%?


$ 11\% = \dfrac{11}{100} = 0.11 \\[5ex] 10\% = \dfrac{10}{100} = 0.1 \\[5ex] 140\% = \dfrac{140}{100} = 1.4 \\[5ex] \text{time} = 3\dfrac{1}{2} = \dfrac{7}{2} = 3.5\;years \\[5ex] $ Let the:
account that pay 11% simple interest annually = first account
amount invested in account that pay 11% simple interest annually = x

account that pay 10% simple interest annually = second account
amount invested in account that pay 10% simple interest annually = y

The amount invested at 11% is 140% of the amount invested at 10%.
$x = 1.4 * y$
$x = 1.4y$

$ \underline{\text{Simple Interest Formula}} \\[3ex] P..........r..........t..........I \\[3ex] principal * rate * time = interest \\[3ex] $
Account Principal Rate Time Interest
First 1.4y 0.11 3.5 0.539y
Second y 0.1 3.5 0.35y
Total Interest = GH¢ 22580.60 = 0.889y


$ 0.889y = 22580.6 \\[3ex] y = \dfrac{22580.6}{0.889} \\[5ex] y = 25400 \\[3ex] 1.4y = 1.4(25400) = 35560 \\[3ex] $ The amount invested at 11% was GH¢ 35560.00
(3.) Mensuration: Sphere: An engineer builds a rainwater collection system in a shape of a hemispherical tank of radius 2 m to irrigate a 500 m² farm.
Each square metre of the farm requires 50 litres of water.
Determine, with a mathematical statement, if a full tank of water would be sufficient to irrigate the farm? $\left[\text{Take } \pi = \dfrac{22}{7}\right]$


Farm
Irrigating a 500 m² farm
Each square metre (m²) of the farm requires 50 litres of water.
This means that the farm needs $500 * 50 = 25000$ litres

$ 1\text{ litre} = 1\;dm^3 \\[3ex] 25000\text{ litres} = 25000\;dm^3 \\[3ex] $ Convert to cubic meters so we can compare the same units with that of the hemisphere.

$ 25000\;dm * dm * dm * \dfrac{10^{-1}\;m}{1\;dm} * \dfrac{10^{-1}\;m}{1\;dm} * \dfrac{10^{-1}\;m}{1\;dm} \\[5ex] = 25\;m^3 \\[3ex] $ This means that the farm needs $25000\;dm^3$ of water to be irrigated.

Hemispherical Tank
A hemisphere is half of a sphere

$ \text{radius, } r = 2\;m \\[3ex] \text{Volume of a Sphere} = \dfrac{4}{3}\pi r^3 \\[5ex] \text{Volume of a Hemisphere} = \dfrac{1}{2} * \dfrac{4}{3}\pi r^3 \\[5ex] = \dfrac{2}{3}\pi r^3 \\[5ex] = \dfrac{2}{3} * \dfrac{22}{7} * 2^3 \\[5ex] = 16.76190476\;m^3 \\[3ex] $ Would a full tank of water would be sufficient to irrigate the farm?
Compare Volumes: Hemisphere versus Farm
16.76190476 m³ < 25 m³
A full tank of water would not be sufficient to irrigate the farm.
(4.) Trigonometry: Angles of Elevation and Depression: From the top of a lighthouse 100 m high, the angles of depression of two speed boats are observed at 48° and 36°.
The foot of the lighthouse and the sea level are on the same horizontal and the two speed boats are on the same side of the lighthouse.

(a.) Illustrate the information in a diagram.
(b.) Find, correct to the nearest metre, the distance between the two speed boats.


(a.) The diagram is drawn as shown:

Number 4
Not Drawn to Scale

(b.)
Let the:
Distance between the two speed boats = |GH| = t
|TH| = f

$ (b.) \\[3ex] \text{Alternate angles are congruent} \\[3ex] \beta = 36^\circ \\[3ex] \theta = 48^\circ \\[5ex] 36^\circ + \psi = 48^\circ ...\text{diagram} \\[3ex] \psi = 48 - 36 \\[3ex] \psi = 12^\circ \\[5ex] \theta + \phi = 180^\circ ...\text{angles on a straight line} \\[3ex] 48^\circ + \phi = 180^\circ \\[3ex] \phi = 180 - 48 \\[3ex] \phi = 132^\circ \\[5ex] \triangle TFH \\[3ex] \dfrac{f}{\sin 90^\circ} = \dfrac{100}{\sin\beta} ...\text{Sine Law} \\[5ex] \dfrac{f}{1} = \dfrac{100}{\sin 36^\circ} \\[5ex] f = \dfrac{100}{\sin 36^\circ}...eqn.(1) \\[5ex] \triangle TGH \\[3ex] \dfrac{t}{\sin\psi} = \dfrac{f}{\sin\phi} ...\text{Sine Law} \\[5ex] \dfrac{t}{\sin 12^\circ} = \dfrac{f}{\sin 132^\circ} \\[5ex] t = \dfrac{f\sin 12^\circ}{\sin 132^\circ} \\[5ex] \text{From eqn. (1), susbtitute for } f \\[3ex] t = \dfrac{100}{\sin 36^\circ} * \dfrac{\sin 12^\circ}{\sin 132^\circ} \\[5ex] t = 47.59778762 \\[3ex] t \approx 48\;m ...\text{to the nearest metre} $
(5.) Coordinate Geometry: The midpoint of the line joining $C(2r, 3)$ and $D(-4, s)$ is $M(1, 2r - 1)$.
Find:
(a.) the values of r and s
(b.) |CD|


$ \text{Given two points with coordinates say } (x_1, y_1) \text{ and } (x_2, y_2) \\[4ex] (a.) \\[3ex] \text{Midpoint} = M(1, 2r - 1) \\[3ex] x = 1 \\[3ex] y = 2r - 1 \\[5ex] \text{Midpoint of a line segment} = \left(\dfrac{x_1 + x_2}{2}, \dfrac{y_1 + y_2}{2}\right) \\[5ex] \text{For } C(2r, 3) \text{ and } D(-4, s) \\[3ex] x_1 = 2r \hspace{3em} x_2 = -4 \\[3ex] y_1 = 3 \hspace{3.5em} y_2 = s \\[3ex] \implies \\[3ex] \text{x-coordinate of the Midpoint: } \dfrac{2r + (-4)}{2} = 1 \\[5ex] 2r - 4 = 1(2) \\[3ex] 2r = 2 + 4 \\[3ex] r = \dfrac{6}{2} \\[3ex] r = 3 \\[5ex] \text{y-coordinate of the Midpoint: } \dfrac{3 + s}{2} = 2r - 1 \\[5ex] \dfrac{3 + s}{2} = 2(3) - 1 \\[5ex] \dfrac{3 + s}{2} = 6 - 1 \\[5ex] 3 + s = 5(2) \\[3ex] s = 10 - 3 \\[3ex] s = 7 \\[5ex] \implies \\[3ex] C(2r, 3) \hspace{4.8em} D(-4, s) \\[3ex] \\[3ex] C[2(3), 3] \hspace{4em} D(-4, 7) \\[3ex] C(6, 3) \hspace{4.8em} D(-4, 7) \\[3ex] x_1 = 6 \hspace{4.8em} x_2 = -4 \\[3ex] y_1 = 3 \hspace{4.8em} y_2 = 7 \\[5ex] (b.) \\[3ex] \text{distance between two points} = \sqrt{(x_2 - x_1)^2 + (y_2 - y_1)^2} \\[4ex] = \sqrt{(-4 - 6)^2 + (7 - 3)^2} \\[4ex] = \sqrt{(-10)^2 + 4^2} \\[4ex] = \sqrt{100 + 16} \\[3ex] = \sqrt{116} \\[3ex] = \sqrt{4 * 29} \\[3ex] = \sqrt{4} * \sqrt{29} \\[3ex] = 2\sqrt{29}\;units $
(6.) Fractions, Decimals, and Percents: The estimated cost of building a 3-bedroom apartment was $64,000.00.
It was made up of the cost of labour, materials and the contractor's charges in the ratio 12 : 15 : 5 respectively.
At the start of the construction, the cost of labour increased by p%, materials increased by 2p% due to inflation but the contractor's charges remained same.
After the increase, the cost of labour was two-thirds the cost of materials.
Determine the:
(a.) value of p;
(b.) new cost of building the apartment.


Cost of Building a 3-Bedroom Apartment = $64000
Made up of:
Labour Cost, Materials Cost, and Cntractor's Charges
in the ratio of:
12 : 15 : 5

$ \text{Sum of ratios} = 12 + 15 + 5 = 32 \\[3ex] \underline{\text{Before Inflation}} \\[3ex] \text{Labour Cost} = \dfrac{12}{32} * 64000 = \$24000 \\[5ex] \text{Materials Cost} = \dfrac{15}{32} * 64000 = \$30000 \\[5ex] \text{Contractor's Charges} = \dfrac{5}{32} * 64000 = \$10000 \\[5ex] \underline{\text{Due to Inflation}} \\[3ex] \underline{\text{Labour Cost}} \\[3ex] \text{increase by } p\% \\[3ex] = \dfrac{p}{100} * 24000 \\[5ex] = \$240p \\[3ex] \text{New Labour Cost} = \$24000 + \$240p \\[5ex] \underline{\text{Materials Cost}} \\[3ex] \text{increase by } 2p\% \\[3ex] = \dfrac{2p}{100} * 30000 \\[5ex] = \$600p \\[3ex] \text{New Materials Cost} = \$30000 + \$600p \\[5ex] \text{New Contractor's Charges} = \$10000 ...\text{remained the same} \\[3ex] $ After the increase, the cost of labour was two-thirds the cost of materials ⇒

$ (a.) \\[3ex] (24000 + 240p) = \dfrac{2}{3} * (30000 + 600p) \\[5ex] 24000 + 240p = 20000 + 400p \\[3ex] 24000 - 20000 = 400p - 240p \\[3ex] 4000 = 160p \\[3ex] 160p = 4000 \\[3ex] p = \dfrac{4000}{160} \\[5ex] p = 25 \\[5ex] (b.) \\[3ex] \text{New Labour Cost} \\[3ex] = 24000 + 240(25) \\[3ex] = \$30000 \\[5ex] \text{New Materials Cost} \\[3ex] = 30000 + 600(25) \\[3ex] = \$45000 \\[5ex] \text{New Cost of Building the Apartment} \\[3ex] =\text{New Labour Cost} + \text{New Materials Cost} + \text{Contractor's Charges} \\[3ex] = 30000 + 45000 + 10000 \\[3ex] = \$85000 $
(7.) Mensuration: Triangle: Number 7
The shaded region of the figure is a pattern to be produced in a steel casting shop.
If the area of $\triangle QRS$ is 98 m², calculate to one decimal place, the:
(a.) value of x;
(b.) area of the pattern;
(c.) perimeter of the pattern.


$ (a.) \\[3ex] \underline{\triangle QRS} \\[3ex] \text{Area} = 98\;m^2 \\[3ex] \perp\text{height} = 7\;m \\[3ex] \text{base} = |TR| + |TQ| \\[3ex] x + (2x + 3) \\[3ex] = x + 2x + 3 \\[3ex] = 3x + 3 \\[3ex] = 3(x + 1)\;m \\[3ex] \text{Area} = \dfrac{1}{2} * \text{base} * \perp\text{height} \\[5ex] 98 = \dfrac{1}{2} * 3(x + 1) * 7 \\[5ex] 98 * 2 * \dfrac{1}{3} * \dfrac{1}{7} = x + 1 \\[5ex] x + 1 = 9.\bar{3} \\[3ex] x = 9.\bar{3} - 1 \\[3ex] x = 8.\bar{3} \\[3ex] x \approx 8.3 \;m...\text{to one decimal place} \\[5ex] (b.) \\[3ex] \underline{\triangle QTS} \\[3ex] \text{base} = 2x + 3 \\[3ex] = 2(8.\bar{3}) + 3 \\[3ex] = 19.\bar{6}\;m \\[3ex] \perp\text{height} = 7\;m \\[3ex] \text{Area} = \dfrac{1}{2} * 19.\bar{6} * 7 \\[5ex] = 68.8\bar{3}\;m^2 \\[5ex] \underline{\text{Pattern: } \triangle TRS} \\[3ex] \text{Area of the pattern} = \text{Area of } \triangle QRS - \text{Area of } \triangle QTS \\[3ex] = 98 - 68.8\bar{3} \\[3ex] = 29.1\bar{6} \\[3ex] \approx 29.2\;m^2 \\[5ex] (c.) \\[3ex] \underline{\triangle QTS} \\[3ex] \text{hyp} = |ST| \\[3ex] \text{leg} = \text{base} = 19.\bar{6}\;m \\[3ex] \text{leg} = \perp\text{height} = 7\;m \\[3ex] \text{hyp}^2 = \text{leg}^2 + \text{leg}^2 ...\text{Pythagorean Theorem} \\[3ex] |ST|^2 = 19.\bar{6}^2 + 7^2 \\[3ex] |ST| = \sqrt{435.7777779} \\[3ex] |ST| = 20.87529109\;m \\[5ex] \underline{\triangle QRS} \\[3ex] \text{hyp} = |SR| \\[3ex] \text{leg} = \text{base} = 3(x + 1) \\[3ex] = 3(8.\bar{3} + 1) \\[3ex] = 28\;m \\[3ex] \text{leg} = \perp\text{height} = 7\;m \\[3ex] |SR|^2 = 28^2 + 7^2 ...\text{Pythagorean Theorem} \\[3ex] |SR| = \sqrt{833} \\[3ex] |SR| = 28.86173938\;m \\[5ex] \underline{\text{Pattern: } \triangle TRS} \\[3ex] \text{Perimeter} = |TR| + |SR| + |ST| \\[3ex] = 8.\bar{3} + 28.86173938 + 20.87529109 \\[3ex] = 58.0703638 \\[3ex] \approx 58.1\;m $
(8.) Application of Linear Equations and Mensuration (a.) Mr. Mensa planned to plough 120 acres of farmland each day.
Due to unforseen circumstances, 65 acres could be ploughed each day, resulting in an increase in the planned time by 2 days with 40 acres of the land still remained to be ploughed.
Calculate the:
(i.) number of days Mr. Mensa planned to plough the land initially;
(ii.) total area of the farmland.

(b.) Spherical Geometry: Latitudes and Longitudes: A town, Poki, is 5°N and another town, Sofi is at 6.8°N on the earth's surface.
Find, correct to the nearest whole number, the distance between the two towns.

$ \left[\text{Take } \pi = \dfrac{22}{7}, \hspace{1em} R = 6,400\;km\right] \\[5ex] $

Let the number of days that Mr. Mensa planned to plough the land initially = p

Initially Planned (Ideality)
120 acres of farmland each day for p days = $120 * p = 120p$ acres

Reality
85 acres of farmland each day
Increase by 2 days = $p + 2$ days
85 acres of farmland each day for (p + 2) days = $85(p + 2)$ acres

Remaining
40 acres of farmland

The sum of the remaining acres to be ploughed and the number of acres already ploughed gives the total number of acres initially scheduled to be ploughed.
This implies that:

$ 40 + 85(p + 2) = 120p \\[3ex] 40 + 85p + 170 = 120p \\[3ex] 210 = 120p - 85p \\[3ex] 35p = 210 \\[3ex] p = \dfrac{210}{35} \\[5ex] p = 6 \\[5ex] 120p \\[3ex] = 120(6) \\[3ex] = 720\;acres \\[3ex] $ (a.)(i.) Mr. Mensa initially planned to plough the land for 14 days.
(ii.) The total area of the farmland is 720 acres.

(b.) Based on the information:
Poki and Sofi are on: (a.) the same longitude
(b.) different latitudes
(c.) the same side (Northern Hemisphere) of the equator.

$ \text{Angular distance between them, } \theta \\[3ex] 6.8^\circ - 5^\circ = 1.8^\circ \\[3ex] \text{Distance between them, } L \\[3ex] L = \dfrac{\pi R \theta}{180} \\[5ex] = \dfrac{22}{7} * 6400 * 1.8 * \dfrac{1}{180} \\[5ex] = 201.1428571 \\[3ex] \approx 201\;km ...\text{to the nearest whole number} $
(9.) Trigonometry: Angles of Elevation and Depression: A telecommunication mast and a pillar stand on the same horizontal level.
From the midpoint, O, betwee the foot of the pillar, C, and the foot of the mast, D, the angle of elevation of the top of the mast, P, is 70°.
From the point, O, the angle of elevation of the top of the pillar, R, is 28°.
If the pillar is 10m high:
(a.) represent the information in a diagram;
(b.) calculate, correct to the nearest whole number:
(i.) the height of the mast;
(ii.) |RP|.


(a.) The diagram that represents the information is drawn as shown:
Number 9
Not Drawn to Scale

$ \underline{\text{Diagram}} \\[3ex] |OD| = |OC| = k ...\text{midpoint, }O \\[3ex] |PD| = h \\[3ex] |PO| = d \\[3ex] |RO| = c \\[3ex] |RC| = 10m \\[3ex] |RP| = e \\[3ex] (b.) \\[3ex] \underline{\triangle ROC} \\[3ex] \tan 28^\circ = \dfrac{10}{k} ...\text{SOHCAHTOA} \\[5ex] k\tan 28 = 10 \\[3ex] k = \dfrac{10}{\tan 28} \\[5ex] \sin 28^\circ = \dfrac{10}{c} ...\text{SOHCAHTOA} \\[5ex] c\sin 28 = 10 \\[3ex] c = \dfrac{10}{\sin 28} \\[5ex] c = 21.30054468\;m \\[5ex] \underline{\triangle POD} \\[3ex] (i.) \\[3ex] \tan 70^\circ = \dfrac{h}{k} ...\text{SOHCAHTOA} \\[5ex] h = k\tan 70 \\[3ex] h = \dfrac{10}{\tan 28} * \tan 70 \\[5ex] h = 51.67253496 \\[3ex] h \approx 52\;m \\[5ex] \cos 70^\circ = \dfrac{k}{d} ...\text{SOHCAHTOA} \\[5ex] d\cos 70 = k \\[3ex] d = \dfrac{k}{\cos 70} \\[5ex] d = \dfrac{10}{\tan 28} * \dfrac{1}{\cos 70} \\[5ex] d = 54.98876315\;m \\[5ex] \underline{\triangle POR} \\[3ex] (ii.) \\[3ex] \angle POD + \angle POR + \angle ROC = 180^\circ ...\text{sum of angles on a straight line} \\[3ex] 70^\circ + \angle POR + 28^\circ = 180 \\[3ex] \angle POR = 180 - 70 - 28 \\[3ex] \angle POR = 82^\circ \\[5ex] e^2 = c^2 + d^2 - 2cd \cos\angle POR ...\text{Cosine Law} \\[3ex] e^2 = 21.30054468^2 + 54.98876315^2 - 2(21.30054468)(54.98876315) \cos 82^\circ \\[3ex] e^2 = 3151.452985 \\[3ex] e = \sqrt{3151.452985} \\[3ex] e = 56.13780353 \\[3ex] e \approx 56\;m $
(10.) Circle Theorems: (a.) The points A, B and C lie on a circle with centre O.
An angle subtended at the centre by the minor arc AB is 88°.
(i.) Illustrate the information in a diagram.
(ii.) If C is a point on the minor arc, determine the value of the angle subtended by the chord AB at C.

Applications of Measurements and Units: (b.) A carpenter, Kwaw, is able to make 400 kitchen stools each day in 8 hours.
Another carpenter, Danso, works at $\dfrac{3}{2}$ times Kwaw's rate when making same kind of kitchen stools.
(i.) How many kitchen stools can Danso make in 8 hours?
(ii.) If both Kwaw and Danso decide to work together, determine the time required to make 2000 kitchen stools.


(a.)(i.) The diagram that Illustrates the information is drawn as shown:
Number 10a
Not Drawn to Scale

(ii.) The diagram that Illustrates the updated information is drawn as shown:
Number 10b
Not Drawn to Scale

$ \text{Reflex } \angle AOB + \text{Acute } \angle AOB = 360^\circ ...\text{sum of angles at a point} \\[3ex] \text{Reflex } \angle AOB + 88 = 360 \\[3ex] \text{Reflex } \angle AOB = 360 - 88 \\[3ex] \text{Reflex } \angle AOB = 272^\circ \\[5ex] \text{Reflex } \angle AOB = 2 * \angle ACB ...\text{angle at centre is twice angle at circumference} \\[3ex] 2 * \angle ACB = 272 \\[3ex] \angle ACB = \dfrac{272}{2} \\[5ex] \angle ACB = 136^\circ \\[3ex] $ (b.)
A carpenter, Kwaw, is able to make 400 kitchen stools each day in 8 hours.
How many stools can Kwaw make in an hour?
This implies that the:
$ \text{Kwaw's rate of work} = \dfrac{400\;stools}{8\;hours} = 50\;stools/hour \\[5ex] $ Another carpenter, Danso, works at $\dfrac{3}{2}$ times Kwaw's rate when making same kind of kitchen stools.

$ \text{Danso's rate of work} = \dfrac{3}{2} * \dfrac{50\;stools}{1\;hour} = 75\;stools/hour \\[5ex] \text{In 8 hours, Danso can make:} \\[3ex] 8\;hours * \dfrac{75\;stools}{1\;hour} = 600\;stools...\text{Unity Fraction Method} \\[5ex] $ (ii.)
Kwaw can make 50 stools in 1 hour.
Danso can make 75 stools in 1 hour.
If both Kwaw and Danso decide to work together,
50 + 75 = 125
they can make 125 stools in 1 hour.
Determine the time required to make 2000 kitchen stools.
Proportional Reasoning Method
Number of kitchen stools Time (hours)
125 1
2000 what

$ 125 * what = 1 * 2000 \\[3ex] what = \dfrac{2000}{125} \\[5ex] what = 16 \\[3ex] $ If they work together, they can make 2000 kitchen stools in 16 hours.
(11.) Mensuration: Triangles: A living floor is in the form of an isosceles triangle with vertices SDR.
$|SD| = |SR| = (2a + b)\;m, \hspace{1em} |DR| = (3a + 5)\;m$ and the perimeter of the floor is $(7b + 3)\;m$.
(a.) Illustrate the information in a diagram.
(b.) Given that $a : b = 2 : 3$, find, correct to one decimal place, the:
(i.) value of a and b;
(ii.) area of the floor.


(a.) The diagram that Illustrates the information is drawn as shown:
Number 11a
Not Drawn to Scale

$ (b.) \\[3ex] a : b = 2 : 3 ...\text{Given} \\[3ex] \dfrac{a}{b} = \dfrac{2}{3} \\[5ex] a = \dfrac{2b}{3} ...eqn.(1) \\[5ex] (i.) \\[3ex] \text{Perimeter} = 2(2a + b) + (3a + 5) ...\text{Formula} \\[3ex] = 4a + 2b + 3a + 5 \\[3ex] = 7a + 2b + 5 \\[5ex] \text{Also}: \\[3ex] \text{Perimeter} = 7b + 3 ...\text{Given} \\[3ex] \implies \\[3ex] 7b + 3 = 7a + 2b + 5 \\[3ex] 7b - 2b - 7a = 5 - 3 \\[3ex] 5b - 7a = 2 \\[3ex] \text{From eqn.(1), substitute for } a \\[3ex] 5b - 7\left(\dfrac{2b}{3}\right) = 2 \\[5ex] 5b - \dfrac{14b}{3} = 2 \\[5ex] LCD = 3 \\[3ex] 3(5b) - 3\left(\dfrac{14b}{3}\right) = 3(2) \\[5ex] 15b - 14b = 6 \\[3ex] b = 6\;m \\[5ex] \text{Substitute for } b \text{ in eqn.(1)} \\[3ex] a = \dfrac{2(6)}{3} \\[5ex] a = 4\;m \\[5ex] (ii.) \\[3ex] \underline{\text{Sides of the Isosceles Triangle}} \\[3ex] 2a + b \\[3ex] = 2(4) + 6 \\[3ex] = 14\;m \\[3ex] 3a + 5 \\[3ex] = 3(4) + 5 \\[3ex] = 17\;m \\[3ex] $ The updated diagram is:
Number 11b
Not Drawn to Scale

$ \underline{\text{Sides}} \\[3ex] |DS| = |RS| = r = 14\;m \\[3ex] |DR| = e = 17\;m \\[5ex] \underline{\text{SemiPerimeter}} \\[3ex] s = \dfrac{2(14) + 17}{2} \\[5ex] s = 22.5\;m \\[5ex] \underline{\text{Difference between the semiperimeter and the sides}} \\[3ex] s - r = 22.5 - 14 = 8.5\;m\;\;(twice) \\[3ex] s - e = 22.5 - 17 = 5.5\;m \\[5ex] \underline{\text{Product of the semiperimeter and the differences}} \\[3ex] s(s - r)(s - r)(s - e) \\[3ex] = 22.5(8.5)^2(5.5) \\[3ex] = 8940.9375\;m^4 \\[3ex] \text{Area} = \sqrt{s(s - r)(s - r)(s - e)} ...\text{Heron's Formula} \\[3ex] = \sqrt{8940.9375} \\[3ex] = 94.55653071 \\[3ex] \approx 94.6\;m^2 ...\text{to one decimal place} $
(12.) Statistics: The following are the marks obtained by 50 students in a Chemistry test.

27
17
52
18
61
31
41
61
35
16
35
30
43
9
50
52
94
68
74
45
81
23
56
59
41
50
38
57
46
45
48
40
62
71
28
15
70
82
4
22
59
76
54
74
26
6
18
25
33
45

(a.) Using the class interval, 1 — 10, 11 — 20, 21 — 30, ..., construct a cumulative frequency table for the distribution.
(b.) Draw a cumulative frequency curve for the distribution.
(c.) Use the curve to find the upper quartile.
(d.) If only 10% of the students passed the test, use the curve to determine the pass mark.


(a.) The cumulative frequency table is shown:

Cumulative Frequency Table
Class Interval Tally Frequency Upper Class Boundary Cumulative Frequency
1 — 10 III 3 $ \dfrac{10 + 11}{2} = 10.5 $ 3
11 — 20 IIII 5 $ \dfrac{20 + 21}{2} = 20.5 $ 3 + 5 = 8
21 — 30 IIII II 7 $ \dfrac{30 + 31}{2} = 30.5 $ 8 + 7 = 15
31 — 40 IIII I 6 $ \dfrac{40 + 41}{2} = 40.5 $ 15 + 6 = 21
41 — 50 IIII IIII 10 $ \dfrac{50 + 51}{2} = 50.5 $ 21 + 10 = 31
51 — 60 IIII II 7 $ \dfrac{60 + 61}{2} = 60.5 $ 31 + 7 = 38
61 — 70 IIII 5 $ \dfrac{70 + 71}{2} = 70.5 $ 38 + 5 = 43
71 — 80 IIII 4 $ \dfrac{80 + 81}{2} = 80.5 $ 43 + 4 = 47
81 — 90 II 2 $ \dfrac{80 + 81}{2} = 80.5 $ 47 + 2 = 49
91 — 100 I 1 $ \dfrac{90 + 91}{2} = 90.5 $ 49 + 1 = 50
$\Sigma Frequency = 50$

(b.) The coordinates to plot on the graph are:
(Upper Class Boundary, Cumulative Frequency)
(10.5, 3)
(20.5, 8)
(30.5, 15)
(40.5, 21)
(50.5, 31)
(60.5, 38)
(70.5, 43)
(80.5, 47)
(90.5, 49)
(100.5, 50)
The cumulative frequency curve for the distribution is drawn as shown:

Number 12b
$ \text{From the Ogive}: \\[3ex] (c.) \\[3ex] N = \Sigma Frequency = 50 \\[3ex] \text{Upper Quartile position} = \dfrac{3N}{4}th \\[5ex] = \dfrac{3 * 50}{4}th \\[5ex] = 37.5th \\[5ex] \text{Upper Quartile} = 37.5th\;\;value \\[3ex] = 59.5 ...\text{red line on the Ogive} \\[3ex] (d.) \\[3ex] \text{Passed} = 10\%\;\;of\;\;N \\[3ex] = \dfrac{10}{100} * 50 \\[5ex] = 5\text{ students} \\[3ex] \text{Failed} = 50 - 5 \\[3ex] = 45\text{ students} \\[3ex] \text{5 students passed implies that 45 students failed} \\[3ex] \text{Pass Mark} = 45th\;\;value \\[3ex] = 79.5 ...\text{black line on the Ogive} \\[3ex] $ Number 12cd
(13.) Circle Theorems (a.) Number 13

In the diagram, E, F, G and H lie on the circumference of the circle centre O.
$\overline{EG}$ and $\overline{FH}$ intersect at U such that $\angle GFH = 30^\circ$ and $\angle HUE = 110^\circ$.
Calculate:
(i.) $\angle EOF$;
(ii.) $\angle UEH$.

(b.) Arguments:Consider the following statements.
q: Most Art students are good at French.
r: Some Non-Arts students are also good at French.

(i.) Illustrate the information in a Venn diagram.
(ii.) Determine from the diagram whether the following conclusions are Valid or Not Valid.
(α.) Dennis is a non-Arts student so he is not good at French.
(β.) Rose is an Arts student so she is good at French.


$ \angle GUF = \angle HUE = 110^\circ ...\text{vertical angles} \\[3ex] \angle GFU = \angle GFH = 30^\circ ...\text{diagram} \\[3ex] \underline{\triangle GUF} \\[3ex] \angle UGF + \angle GUF + \angle GFU = 180^\circ ...\text{sum of angles in a triangle} \\[3ex] \angle UGF + 110^\circ + 30^\circ = 180^\circ \\[3ex] \angle UGF = 180 - 110 - 30 \\[3ex] \angle UGF = 40^\circ \\[3ex] \angle EGF = \angle UGF = 40^\circ ...\text{diagram} \\[5ex] (i.) \\[3ex] \angle EOF = 2 * \angle EGF ...\text{angle at centre = twice the angle at circumference} \\[3ex] = 2 * 40 \\[3ex] = 80^\circ \\[5ex] (ii.) \\[3ex] \angle UEH = 30^\circ ...\text{angles in the same segment} \\[3ex] $ Let the set of:
Arts students = A
Students who are good at French = F
Non-Arts students = N

The Venn Diagram illustration of the information is drawn as shown:
Number 13bi
The Venn Diagram illustrating the conclusions is drawn as shown:
Number 13bii
As seen from the diagram:
(α.) Dennis is a non-Arts student who is good at French.
Because of this possibility, the conclusion is not valid.

(β.) Rose is an Arts student who is not good at French.
Because of this possibility, the conclusion is not valid.
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