Trial Line Length (m) Difference Mean Relative Precision 1 АВ 258.50 ВА 258.85

Q: From the following measured interiror angles of a five sided figure, compute the following: Station…

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Q: A line measured with a 50-m steel tape was recorded as 352.70 m. If the tape is 50.08 m long during…

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Q: 2. Compute the initial and corrected latitudes and departures below. Azimuth (°) Length (ft)…

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Q: Compute the distance only between points "A" and point "B" Point A- N 1147.8000 E 710.4700 Point B N…

A: Given values: Point A: N 1147.8000  E 710.4700 Point B: N 1489.1700  E 138.5700

Q: Distance, m N 15deg 37' E S 77 deg 30' E S 77deg 36' E S 3deg 19' W N 73deg 37' W S 73deg 31 W N…

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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: Station Precipitation, mm Distance from Station x,y (km) (x.y) unknown 1. 5. 2. 10 2.4 3. 7.5 4 4.…

A: To find :- Probable value of precipitation at station x,y by using inverse distance method.

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

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Q: Q3): The following data were collected while running a closed traverse ABCDA. Calculate: Line AB BC…

A: 2) Sum of all latitude L= 330×cos181°25' +866.8846×cos89°50' +411.0045×cos355° + 827×cos264°18'20"…

Q: Та Tb 15° 30° Td Tc 60° 75° W

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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: X is a point having an elevation of 756.32 m above the datum. Point Y and Z are of unknown…

A: Given:

Q: A traverse survey was performed and the following data was recorded. I.S. TGT F/S HORIZ.CIRCLE SIDE…

A: Observation Table I.S TGT F/S Horizontal Circle Reduced Angle A E L/R 106-47-00 56-53-00   B…

Q: Q1): A field book is reproduced below in which some readings marked as (x), are missing. The true…

A: We have to determine the complete all missing data and perform all asthmatic checks and compute…

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: No need to show solutions. Table 2. Interior Angle Traverse STA STA MEAN OBSERVED INTERIOR ANGLE…

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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: Time 2.35 - : 20 69 58 * ل 17° 16 35 97 69 360 TTU 58 057 58 20" to 35 جو کی 5 77 ا 53 35

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Q: ITUA 4: Given fthe data of the closec raverse: Line Bearing S15°36'W Distance 24.22 m 15.92 m АВ ВС…

A: To find distance of CD and DA

Q: Compute the area of the following shape in (Dunam, Evlek, m2):

A: Join B to E and C to E. So that we can find area of ∆CDE, ∆BCE and ∆ABE and area of circular segment…

Q: в Close traverse Find the total area Өв 5 Чт m. 3.3 BA с A ӨС 2.78 6.45 3.56 8-60 т. m ODI ш ВЕ 7.1…

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Q: LATITUDE DEPARTURE LINE LENGTH BEARING +N -S +E - W s 06°35'w N 17 48'w N 70°59'w N 59 33'E S 39°1…

A: error of closure is the ratio of the distance when the survey fails to close the requirements of…

Q: REE - Apr. 2001 18. Determine the divergence of the vector: V= i(x) + j(-xy) + k(xyz) at the point…

A: Given data: Vector: V=iX2+j-XY+kXYZ at (3, 2, 1)

Q: Pls answer course BC asap

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Q: Problem 1: Dividing a tract of land into two parts by a line between two points. Given the following…

A: Calculating the area of ABCDEF, that is an area of the whole traverse: Segment DMD Double area…

Q: SITUATION: From the given figure. TABLE GH 003 can be useful. Determine the settlement of the clay…

A: Answer Over burden pressure σo= 100 kpa Liquid limit LL = 60% Height of clay layer H=6 m distance…

Q: Helght of Torget Une of Slght Assume 90* Horlzontal Une Level Surface HJ. Level Surfoce G Mean Soo…

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Q: 12. PROBABLE ERROR. A surveying instructor sent all the 10 students in his class out to measure a…

A: Answer Let us first calculate the Mean and Standard deviation of measurements Mean x =…

Q: STA STA DISTANCE DEFLECTION ANGLE OC OBS (m) 64°49' (L) 90°17' (L) 70°39' (L) 101º58' (L) A 475.48 m…

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Q: LINE DISTANCE BEARING CD 20 m S 850 20' E СА ? N 280 15' W СВ N 650 30' E DA ? N 700 W DB ? N 80°…

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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: 19. Using this data set explain how you could estimate how often control needs to exist if you want…

A: 19. To estimate how often control needs to exist to keep error ellipses and elevation coordinate…

Q: From the ff data of measuring over level ground, determine the: a) b) c) Length of line BA Mean…

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Q: C. COMPUTATIONS: 1. Computing Stadia Intercept (S) and Stadia Interval Factor (K). a.) Stadia…

A: Given, Stadia Intercept= Upper Rod reading- Lower Rod reading Stadia Interval(K)= DistanceStadia…

Q: TRIANGULATION LINE BEARING DISTANCE REMARKS BASE LINE ES 34°E N 20° W N 7° t N 39° W N16° E CD 15m…

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Q: with the given table below, find the following: - Linear Error of Closure - Relative Error of…

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Q: Q25. The length and angles obtained during surveying of a park with a 30 m tape is shown in the…

A: Chainage: A fanciful line used to gauge distance, frequently relating to the focal point of a…

Q: 1. What is the linear error of closure? a. 0.113 b. 0.250 c. 0.045 d. 0.453 2. What is the balanced…

A: rror of latitudes:∑ Lat=415-210.16-204.51=0.33Error of Departures:∑…

Q: Q1): A field book is reproduced below in which some readings marked as (x), are missing. The true…

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Q: Q.3 A level circuit is shown in figure. The survey, needed for local engineering commenced at BM 35,…

A: Given: BM 35 35 36 37 38 39 35 Elevation(m) 119.010(fixed) 123.342 118.206 118.451 120.491…

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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British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.