Determine the distance of line DA and CD. Also determine the area of the closed traverse using DMD Method

Q: Solve 1 simple problem of Horizontal Alignment. Explain the Solution

A: Superelevation is generally the transverse slope that creates to get the effect of centrifugal force…

Q: bearings and draw the traverse. Station Line Observed Bearing Difference Correction Remarks…

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Q: example of longitudinal critical frame analysis (cantilever method) varignons theorem

A: Hey there Here I will provide an example of analysis of cantilever method in detailed. So, within…

Q: Do the calculations for the origin-destination pair GH: Given the aerial distance between EF=292…

A: Aerial distance EF=292 meters (GH=102 meters)contour spacing of 30 meters

Q: O Fnd Hhe distance from the point pCI,1, ) to the plane 2K-3y +72=1

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Q: The equation of the line having a slope of 2.1 passing through the point (-1, 1) is Ax + By + C = 0.…

A: Given:- The equation of the line having a slope of 2.1 passing through the point (-1, 1) is Ax + By…

Q: A (150 , 200) 90° Due E 30 m H.W: Find the coordinates of traverse (A, B, C & D) by using…

A: Coordinate of A point =(150,200) Coordinate of B point =(150+30,200)=(180,200) Coordinate of D point…

Q: SAMPLE PROBLEM: From the open compass traverse shown, if the forward bearing of line AB is N 75°30'…

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Q: 738.562 666.737, 559.319 207.453 541.742) 688.350 379.861 839.008 ( 296.099 604.048 218.330 323.936,…

A: Bearing: Bearing of a line is the angle measured from the north end of reference meridian. Latitude:…

Q: Using the given data from the close traverse shown: POINTS BEARING DISTANCES АВ N 30° E 73.2 m ВС S…

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Q: Using the given data from the close traverse shown: POINTS BEARING AB N 30° E BC S 45° E CA Due West…

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Q: Problem 2 Fill up the missing data Draw the traverse. LINE AB BC CD DE EF DISTANCE(m) 42 35 80 80 45…

A: Given: Length of AB=42 m Length of BC=35 m Length of CD=80 m Length of DE=80 m Length of EF=45 m…

Q: 3. A closed traverse has the following data LINE XY YZ ZX LENGTH 126 m 233 m 170 m BEARING N 35d E S…

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Q: A line AC with length 15cm is drawn in a contour map scaled 1:1000. The elevation at point A=980m…

A: Scale of Map = 1:1000 Length AC on ground = 1000 * 15 = 15000 cm…

Q: LINE BEARING S 74948' E S 16018' W S 69006' W N 29030' W N 42015' E DISTANCE (M) 542.16 795.25…

A: Lattitude and Departure signs :  N-E = Both positive  S-E = Lattitude negative Departure positive…

Q: Compute the bearing and distance of line DA. b. Compute the area of the traverse а.

A: a) Bearing and distance of line DA LATITUDE = L cosθ DEPARTURE = L sinθ LINE BEARING DISTANCE,  L…

Q: Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 42.2255 N 17°35' E 2-3…

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Q: It was not possible to continue the chain line because of a pond. Hence, stations P andT were marked…

A: Consider the diagram as shown below.

Q: Line Azimuth Bearing N48°30'W N77°00'E S55°00'W Distance 131 30 257°00 1-2 81.00 m 2-3 66.00 m 3-4…

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Q: Q3: Point F is the intersection of Greenwich with the equator, point H have a latitude Q=60° and the…

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Q: QIA) The following are the bearings observed in traversing. Calculate the interior angles of the…

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Q: Lines AB and BC are on a straight line. The stadia intercept from A to B which are on the same level…

A: Calculate the horizontal distance between A to B, D = KS Cos2θ + C Cos θ K - Stadia interval…

Q: LINE DISTANCE BEARING AB 60 N15°30'E BC 72.69 S82°23'E CD 44.83 S17°30'E DE 56.45 S70°36'W EA 50…

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Q: ADJUSTMENT. Trace accurately the traverse 15. GRAPHICAL plotted below and perform the reguired…

A: Introduction- The Guide survey is a simple and frequently used method for establishing the relative…

Q: Line Line AB BC CD DE EA Bearing Dist(m) X 150.00 157.50 165.00 172.50 Distance Bearing S 39° 54' W…

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Q: traverse:  a. use sine law to determine the distance of line 3-4  b. use sine law to determine the…

A: Given closed traverse For closing traverse committed measurements with two side lengths are unknown…

Q: Derive the continuity equation in cartesian co- ordianates.

A: mass flow rate of fluid m=ρAv  where ρ is density of fluid, A is Area And v is velocityDischarge…

Q: Solve the following problems: a) Azimuth at A is 278° 53' 6" and the Distance AB is 312 meters. Find…

A: Given data  Azimuth at  A Distance AB. According to guidelines of bartleby I have to answer only…

Q: Problem 3 A field is in the form of a regular pentagon. It is required to determine the directions…

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Q: in the table provided. Point A: (x1, y1)=(2,3) Point B: (x2, y2)=(5,9) Point C: (x3, y3)=(8,7) Point…

A: Given co-ordinate of pointsA = (2 , 3) B = (5, 9) C = (8, 7)D = (4 , 4)E = (6 , 1)For the given…

Q: Adjust the traverse using the TRANSIT RULE. Determine the following: a) Sketch of the traverse b.…

A: Disclaimer Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: Coordinates method is the most accurate method to find the area     Select one: True False

A: Coordinate method is the most accurate method to find the area . 1. True 2. False

Q: Use geometric construction in answering this plate.

A: Here's how to solve this problem:Understanding the Problem- We have two triangles, ABC and DEF,…

Q: The coordinates of N47 and N48 are known. Azimuth (N47-N48) angle which is calculated with the help…

A: Given: yN48=4025.67 mxN48=3015.06 mS1=197.15 mS2=120.06 mS3=87.96 m

Q: 13) A chord that passes through the center of the circle is called the 14) An angle of (π/24) radii…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: Determine the linear error for closure, and the adjusted lengths and bearings of the lines in…

A: ADJUSTMENT OF TRAVERSE BY COMPASS RULE Latitude = Lcosθ Departure = Lsinθ (L is length of course and…

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.