5. Determine the: a. Area of AEB A.b. Area of CED ).c. Area of BEC ). and d. total area 280 25 118 20 82 10' 128 36' 137 73°44' LINE Length.m AB 620 BC 550 CD 420 DE 600 EA 350

Q: Line MN, 250m e recorded as follows.' long, was paced five Himer by the surveyor and ヤAL N6-…

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Q: 9. Find the length of AB and the bearing of line DE for the lot whose other description is given…

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Q: Northing (Y) Easting (X) A 1101.8 877.47 B 1073.02 931.45 C 1000 1000 Area Complete the table…

A: We will calculate bearing in whole circle first

Q: A closed traverse shown has the following data: LINES BEARING DISTANCE АВ S 15°36' W 24.22 m BC S…

A: Considering the above table and we have, Latitude=lcosθDeparture=lsinθ Lines Bearing Quadrat…

Q: 30 4 7OKN 45° 100 KN OKN ラFy=? ラFメ =? %3D RF = ? ひ=?

A:

Q: Problem 11: Find the equation of the line with x – intercept 5 and y – intercept of - 3. С. 5х + Зу…

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Q: 4. Find coordinate of H and I in Figure 4.1. 5. NA EA A ANS NB B Es (Area ABDE)/3, H Station N,m. A…

A: The co-ordinates of stations A, B, D and E are given:StationsN, mE,…

Q: 59° 6' 20" 1260 43' 0" 1. Angle AOB 2. Angle AOC 3. Angle AOD = 2640 55' 00" 4. Angle AOA = 0° 00'…

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Q: 20100 Find the elevation of the highest point 607.64 604.67 604.76 607.46

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Q: Compute the missing data in the table shown if the Pace factor of a surveyor is 0.796. Determine…

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Q: ble 3 90 BM2 R STATION ΤΡΙ Table 4 BMI TP2 75 [B] at D 4.53 BS 5.21 Lille 1 AD DO 875 me.. IH [A]…

A: Back sight, fore sight, height of instrument and elevation of different stations is given in the…

Q: Given the following data, calculate the elevation of hilltop point B. Slope dist., S Zenith angle…

A: Given data: S=2935.260mZenith angle (Z)=108°43'37''BM EA=308.420m Figure:

Q: Line AB BC CO DE EA Adj length Adj bearings 59.20 S 64 10E 97.87 596 41E S43 45W 554 49 W DO E 81.41…

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Q: Given the following technical description, determine if the traverse is closed. If not, balance the…

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Q: Calculate the latitudes and departures. Check for closure. If the accuracy needed is 1/7500, is the…

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Q: only SKETCH this traverse

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Q: 3. A 50 m Line AB was paced by a surveyor. The number of paces for each trial was tabulated. After…

A: Part-a -  Mean pace for line AB = ∑xin  = 54 + 55.50 + 56 + 54.50 + 55 + 55.25 + 54.75 + 55 + 54.50…

Q: 4. Find coordinate of H and I in Figure 4.1.

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Q: 45l 45' 10" to decimal degrees, 5 decimals. 80.85527 to degrees minutes seconds, O decimals. 280E…

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Q: What will be the value of DMD for B if DMD for A is -22.87, departures for A and B will be -22.87,…

A: Using formula for DMD

Q: Situation 4. In the given tabulation below the adjusted departures of closed traverse are given.…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: 3. Calculate surface are of the site "ABCDE", if the survey results are: Distance (ft) Right Angle…

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Q: Given the following data of a tract of land below Adjusted Latitude Adjusted Departure Line N (+)…

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Q: 1- types of surveying according to instruments are - and - --- 2- 45° 45 15": 3- 0.75 rad grad…

A: 1. According to types of instruments used surveying is classified as plane table survey,…

Q: Point Easting Northing 1 10000 10000 2 10044.83 10072.21 3 9932.248 10143.02 4 9887.415 10070.81

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Q: Find the missing data and complete the table below. DIST (m) 23.324 27.459 ? LINE AB BC CD CD DE EF…

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Q: Convert 1000K to R. O 1800.6 O 1806.0 O 1608.0 O 1600.8

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Q: 1. The distance from points A to point B was recorded as 576.35 m and the reverse distance was…

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Q: An irregular lot was surveyed to obtain its area. Compute for the lot’s area using DPD method.…

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Q: Q1. Calculate departures and latitudes of the following ABCDE traverse. 3 N A S 285.40' •N26°10'E E…

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Q: The following data were obtained from a falling head permeability test in the laboratory on Martin…

A: The given data is shown below: Sample height=4.5 in.

Q: Homework: Compute the missing lengths & Coords. of traverse points B S 63 24 E 50 m Due (W) S 51 30…

A: line length bearing whole circle bearing   AB 90 0 0   BC L1 S63°24'E 116°36'   CD 50 270°…

Q: Given the following adjusted technical description, solve the AREA using Double Parallel Distance…

A: ASKED: To compute the area of the traverse using DPD method.   Given, Course Adj Lat Adj Dep AB…

Q: Find distance x at which head is 33.2 m 1285.24 .A O 1028.19 .B O 0.00 .C O 822.55 .D O

A: At X=0 h1= 45.7 m At X= 1690.9 m h2= 21.6 m Change in elevation = 45.7-21.6 =24.1 m Change in…

Q: 563 322 303.6

A: Given that:

Q: COURSE ADJ LAT ADJ DEP АВ +380.36 +5.52 ВС +228.48 -466.46 CD -624.13 -303.15 DE -297.25 +293.76 EF…

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Q: Normal Annual Province MuniCity Barangay Eastings (m) Northings (m) Rainfall (mm) Area (m2) Pampanga…

A: P=(P1A1+P2A2+P3A3)/(A1+A2+A3)…

Q: 1. Determine the unknown elevation for the following. ELEVATION 202.167 ELEVATION 158.897 ELEVATION…

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Q: AZIMUTH FROM SOUTH LINE DISTANCE Degrees Minutes 1-2 350.00 48.00 2-3 352.11 20.00 18.00 3-4 722.25…

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Q: PANSAMANTA Grid Distance (m)-3 decimals i Grid Azimuth (000000000") X (m)-3 decimals

A: Given data shows the elevation and coordinates of two lines with their latitude. It is required to…

Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.