Mathematics & Surveying
"Future Engineer! Calculator ang best friend natin, pero utak ang puhunan. Solve natin to! Master the numbers first - lahat ng engineering problems starts sa solid math foundation. Surveying is where we apply math to the real world - measuring lands, mapping terrains, at laying out structures."
CELE Challenge
Master these topics to ace the Mathematics and Surveying portion of CELE!
1. Trigonometry - The Foundation
SOH-CAH-TOA (Life Saver!)
- Sin th = Opposite / Hypotenuse
- Cos th = Adjacent / Hypotenuse
- Tan th = Opposite / Adjacent
Law of Sines
a/sin A = b/sin B = c/sin C
Used when you have: AAS, ASA, or SSA (ambiguous case)
Law of Cosines
c2 = a2 + b2 - 2ab(cos C)
Used when you have: SAS or SSS
2. Calculus Essentials
Differentiation
- Power Rule: d/dx(x^n) = nx^(n-1)
- Product Rule: d/dx(uv) = u(dv/dx) + v(du/dx)
- Chain Rule: dy/dx = dy/du x du/dx
Applications: Max/Min problems, Rate of change
Integration
- Power Rule: integral x^n dx = x^(n+1)/(n+1) + C
- Definite Integral: Area under curve
- Integration by Parts: integral u dv = uv - integral v du
Applications: Areas, Volumes, Work
3. Surveying Fundamentals
Tape Corrections
- Temperature: Ct = aL(T - Ts)
- Pull: Cp = (P - Ps)L / AE
- Sag: Cs = -w2L3 / 24P2
- Slope: Ch = h2/2L (for small angles)
Pacing
Pace Factor = Known Distance / Number of Paces
Unknown Distance = Number of Paces x Pace Factor
4. Leveling
Differential Leveling
- HI (Height of Instrument) = Elevation + BS (Backsight)
- Elevation = HI - FS (Foresight)
- Check: Sum BS - Sum FS = Last Elev - First Elev
Trigonometric Leveling
V = D x tan(a) where D = horizontal distance, a = vertical angle
Elevation B = Elevation A + hi + V - hr
5. Traverse Surveying
Azimuth and Bearings
- Azimuth: Measured clockwise from North (0 deg to 360 deg)
- Bearing: Measured from N or S toward E or W (0 deg to 90 deg)
- Back Azimuth: Forward Azimuth +/- 180 deg
Latitude and Departure
- Latitude (Y) = Distance x cos(Bearing)
- Departure (X) = Distance x sin(Bearing)
- For a closed traverse: Sum Lat = 0, Sum Dep = 0
Error of Closure
Linear Error = sqrt[(Sum Lat)2 + (Sum Dep)2]
Relative Precision = Linear Error / Total Distance
6. Area Computation
Double Meridian Distance (DMD)
- DMD1 = Departure1
- DMDn = DMD(n-1) + Dep(n-1) + Depn
- 2A = Sum(DMD x Latitude)
Double Parallel Distance (DPD)
- DPD1 = Latitude1
- DPDn = DPD(n-1) + Lat(n-1) + Latn
- 2A = Sum(DPD x Departure)
Coordinate Method
2A = Sum(Xn x Y(n+1)) - Sum(Yn x X(n+1))
Most commonly used in modern surveying!
CELE Pro Tips - Mathematics and Surveying
- - Master your scientific calculator - know all functions!
- - Always check units - degrees vs radians, meters vs feet
- - For traverse, always verify closure before computing area
- - Memorize tape correction formulas - they appear every exam!
- - Practice converting between Azimuth and Bearing
Test Your Knowledge! 🧠
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