December 19th, 2009
admin
A close traverse has the following data:
LINE BEARING DISTANCE
AB S. 15°36’ W. 24.22
BC S. 69°11’ E. 15.92
CD N. 57°58’ E. ?
DA S. 80°43’ W. ?
Find the distance DA in meters.

Solution:
LINE BEARING DIST. LAT. DEP.
AB S. 15°36’ W. 24.22 -23.33 -6.51
BC S. 69°11’ E. 15.92 -5.66 +14.88
CA +28.99 -8.37

AD = 75.01 m. say 75m.
December 19th, 2009
admin
Using the following notes, what is the elevation of BM14?
STA. B.S F.S ELEV.
BM12 00.04.64 209.65
1 5.80 5.06
2 2.25 5.02
BM1300.0 6.02 5.85
3 8.96 4.34
4 8.06 3.22
5 9.45 3.71
6 12.32 2.02
BM14 00.01.98
STA. B.S H.I. F.S ELEV.
BM12 00.04.64 214.29 209.65
1 5.80 215.03 5.06
2 2.25 212.26 5.02
BM13 00.06.02 212.43 5.85
3 8.96 217.05 4.34
4 8.06 221.89 3.22
5 9.45 227.63 3.71
6 12.32 237.93 2.02
BM14 00.01.98 235.95
December 19th, 2009
admin
The area of a circle circumscribed about an equilateral triangle is 254.47 sq.m. What is the area of the triangle in sq.m.?

Solution:

A = 105.24 m2
December 19th, 2009
admin
In triangle ABC, AB =15m., BC = 18m., and CA =24m. How far is the point of intersection of the angular bisectors from vertex C in m.?

Solution:

OC = 14.30
December 19th, 2009
admin
What is the value of x in log 625 = 4?
Solution:
logx 625 = 4
625 = x4
x = 5
December 19th, 2009
admin
The correct distance between two points is 220.45 m. Using a 100 m. tape that is “x” m. too long, the length to be laid on the ground should be 220.406 m. What is the value of “x”?
Solution:

x = 0.02 m.
December 19th, 2009
admin
The volume of the frustum of a regular triangular pyramid is 135 cu.m. The lower base is an equilateral triangle with an edge of 9m. The upper base is 8m. above the lower base. What is the upper base edge in meters?

Solution:

x = 3 m.
December 19th, 2009
admin
A circular cylinder with a volume of 6.54 cu.m. is circumscribed about a right prism whose base is an equilateral triangle of side 1.25m. What is the altitude of the cylinder in m.?

Solution:

h = 4 m.
December 19th, 2009
admin
The ratio of the volume to the lateral area of a right circular cone in 2:1. If the altitude is 15 cm., What is the ratio of the silent height to the radius?

Solution:

The ratio is 5.2
December 19th, 2009
admin
The area bounded by the curve y2 = 12x and the line x=3 is revolved about the line x=3. What is the volume generated?

Solution:
Using 2nd Prop. of Pappus
V = 2π x A
V = 2π(1.2)(2/3)(3)(12)
V = 180.16 say 181
Check by integration:

V = 180.96 say 181
December 19th, 2009
admin
Find the moment of inertia, with respect to x-axis of the area bounded by the parabola y2 = 4x and the line x = 1.

Solution:

Ix=2.13
December 19th, 2009
admin
What is the integral of Sin5x Cos3xdx if the lower limit is zero and the upper limit is π/2?
Solution:

= 0.0417
December 19th, 2009
admin
A stone is thrown upward at an angle of 30° with the horizontal. It lands 60m. measured horizontally and 2m. below measured vertically from its point of release. Determine the initial velocity of the stone in m/s.

Solution:

V=25.35 m/s
December 19th, 2009
admin
From a speed of 20 mph a train accelerates at the rate of 0.395 m/s2. How many seconds will it take the train to travel one km. during the acceleration?
Solution:

t = 52.1 sec.
December 19th, 2009
admin
What is the differential equation of the family of lines passing through a fixed point(h, k)?

Solution:

(y – k)dx – (x – h)dy = 0
December 18th, 2009
admin
Find the present value in pesos of perpetuity of P15000 payable semi-annually if money is worth 8% compounded quarterly.
Solution:

P=371287 (semi-annually)
December 18th, 2009
admin
A machine costing P720,000 is estimated to have a book value of P40,545.73 when retired at the end of 10 years. Depreciation cost is computed using a constant percentage of the declining book value. What is the annual rate of depreciation in %.
Solution:
Book value = (F.C.)(1-d)k
40,545.73 = 720,000(1-d)10
(1-d)10=0.05631
1 – d = 0.75
d = 0.25
d = 25%
December 18th, 2009
admin
P200,000 was deposited at an interest rate of 24% compounded semi-annually. After how many years will the sum be P621,170?
Solution:

No. of years = 5 years
December 18th, 2009
admin
A bomber plane, flying horizontally 3.2 km. above the ground, is sighting on at a target on the ground directly ahead. The angle between the line of sight and the path of the plane is changing at the rate of 5/12 rad/min.. When the angle is 30°, what is the speed of the plane in mph?

Solution:

say 200 mph
December 18th, 2009
admin
A manufacturer can produce a commodity at a cost of P2 per unit. At a selling price of P5 each, consumers have been buying 4000 pieces a month. For each P1.00 increase in that price, 400 fewer pieces will be sold each month. At what price a piece will the total profit be maximized?
Solution:
Original selling price = P5 per unit
x = increase in selling price
5+x = new selling price
4000-400x = unit sold
Sales = (5+x)(4000 – 400x)
Production cost = 2 (4000 – 400x)
Profit = (5+x) (4000 – 400x) – 2(4000 – 400x)
P = (4000 – 400x)(5 + x – 2)
P = (4000 – 400x)(3 + x)

4000 – 400 = 400(3) + 400x
800x = 4000 – 1200
x = 3.5
New selling price = 5+3.5
New selling price = 8.50
December 18th, 2009
admin
What is the derivative with respect to x of 2 Cos2 (x2+2)?
Solution:
2 Cos2 (x2+2)
= 4 Cos (x2+2)[Sin (x2+2)(2x)]
2 Cos2 (x2+2)
= -8x Sin (x2+2) Cos (x2+2)
December 18th, 2009
admin
The area in cut of two irregular sections 35m. apart are 34 m2 respectively. The base width is 10m. and the side slope is 1:1. Find the corrected volume of cut in cu.m. using prismoidal correction formula.

Solution:

V = 1564.84 cu.m.
December 18th, 2009
admin
The common tangent CD of a reversed curve is 280.50m. and has an azimuth of 312°29’. BC is a tangent of the first curve whose azimuth is 252°45’. DE is a tangent of the second curve whose azimuth is 218°13’. The radius of the first curve is 180m. P.I.1 is at station 16 + 523.37. B is at P.C. and E is at P.T. What is the stationing of P.I.2?

Solution:

Stationing of P.I.2 = (16+420)+(187.66)+177.13
Stationing of P.I.2 = 16+784.79
say 16+784.80
December 18th, 2009
admin
What is the angle of intersection of the tangents of a simple curve if their bearings are N. 75°12’ E. and S. 78°36’E. respectively?

Solution:
I = 180 – (75°12’ + 78°36’)
I = 26.2°
December 18th, 2009
admin
How far from the x-axis is the focus F of the hyperbola x2 - 2y 2+ 4x + 4y + 4 = 0?

Solution:

Distance of focus from x-axis = 2.73
December 18th, 2009
admin
What is the center of the curve x2+y2-2x-4y-31=0?

Solution:

Center is at (1,2)
December 18th, 2009
admin
What is the slope of the line 3x + 2y + 1 = 0?

Solution:

December 18th, 2009
admin
In how many minutes after 7:00 o’clock will the hands be directly opposite each other for the first time?

Solution:

x = 5.455 min.
December 18th, 2009
admin
Find the value of y in the following equation:
3x – 2y + w = 11
x + 5y – 2w = – 9
2x + y – 3w = -6
Solution:

D = [(-45 + 8 + 1)]
D = -46

D = [(81-44 -6)-(-18+36-33)]
y = -1
December 18th, 2009
admin
How many four – digit numbers can be formed by the use of digits 1, 2, 3, 4, 6 and 7 if one digit is used only once in one number?
Solution:

December 18th, 2009
admin
What is the area in sq.cm. of the circle circumscribed about an equilateral triangle with a side 10 cm. long?

Solution:

Acircle = 104.7 cm2
December 18th, 2009
admin
A closed traverse has the following data.
Course Bearing Dimension
1-2 N 9.27°E. 58.7 m.
2-3 S 88.43°E. 27.3 m.
3-4 N 86.78° E. 35.2 m.
4-5 S 5.3° E. 35.0 m.
What is the bearing of line 5-1?
Solution:
LINES BEARING DIST. LAT DEP.
1-2 N 9.27°E. 58.7 m. +57.93 + 9.46
2-3 S 88.43°E. 27.3 m. – 0.75 +27.29
3-4 N 86.78°E. 35.2 m. + 1.98 +35.14
4-5 S 5.3° E. 35.0 m. –34.85 + 3.23
5-6 –24.31 –75.12
Note:
Latitude = Distance x Cos bearing
Departure = Distance x Sin bearing

Bearing = S 72.07° W.
December 18th, 2009
admin
Sin (270 + B) = ?
Solution:
Sin (270 + B) = Sin 270 Cos B
+ Sin B Cos 270
Sin (270 + B) = -Cos B
December 17th, 2009
admin
The base edge of the regular triangular pyramid 12 m. if the altitude is 9 m. What is the volume in cu.m?

Solution:

V = 187.06m3
December 17th, 2009
admin
Point A is in between point B and C. The distance Between B and C from point A are 1000 m. and 2000 m. respectively. Measured from point A, the angle of the elevation of B and C is 44.4 m. considering the effects of curvature and refraction, what is the value of θ?
Solution:

θ = 8°15’