Calculate the relative error of closure of the closed-loop traverse using the given distances and bearings

Q: SITUATION. A close traverse has a following data: Departure -500 m Course Distance Latitude A-B…

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Q: Q4/ Points A and B are at elevation 400 m and 200m above datum respectively. photographic…

A: Given                Elevation of point A (ha)  - 400m                Elevation of point B (hb)…

Q: 1. Compute the linear error of misclosure    2. By the Transit Rule, determine the corrected…

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Q: To complete traverse computations, which of the following steps is to be carried out first? O a.…

A: In order to complete traverse computations, which of the following steps is to be carried out…

Q: Find the distance between P1 ( 3, 120°) and P2 ( 4, 30°)

A: Solution: d = r12 + r22  - 2r1r2cos(θ1-θ2) where, P1 = (r1 , θ1) and P2 = (r2 , θ2) Here,r1 = 3 θ1 =…

Q: Q 7: It is required to project a horizontal circular curve that connects the first two roads AB and…

A: Horizontal projection of the curve  will be  equal to the length of the longest chord   AC

Q: he error in the traverse operation he actual distance by which the traverse fails to c me distance…

A: In a traverse survey, closing errors means a. the error in the traverse operation  b. the actual…

Q: Course Distance Bearing N 60° E S 50° E S 150 W N 76° W N 100 W 20m 1-2 2-3 25m 3-4 35m 4-5 25m 5-1…

A: To adjust length and bearing of course first we need to adjust the latitude and departures. For this…

Q: 1) Using transit rule , adjust the closed traverse.Compute also the linear error of closure and the…

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Q: he following are bearings taken on a closed loop traverse. Compute the interior angles and correct…

A: The bearing is always below then the 90 degree and the bearing is always measure either from north…

Q: 2. Clockwise interior angles observed in a closed loop traverse is given below: A 83° 30' 251° 50' C…

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Q: -ismattiic cc : The following readings were observed in close traverse with a ismatic compass. Where…

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Q: at least five (5) advantages and five (5) disadvantages of using Simpson's One-Third Rule in…

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Q: * Calculate all of the latitudes and departures for all courses * 2) Calculate all of the…

A: ###Open traverse ## 1-Determination of Latitude and Departure  2-Coordinates of all points A to G 3-…

Q: Figure 1 shows the points on a linked traverse whose traverse details have been calcul the figure.…

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Q: Give atleast 6 advantages and 6 disadvantages of using a deflection angle traverse in adjusting a…

A: The word traverse means 'to pass over.' In the test, it means 'determining the length and direction…

Q: 21 - If the distance between points A and B with a slope of 30% is 100 hm, how many decares is the…

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Q: Q3): The following data were collected while running a closed traverse ABCDA starting from A toward…

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

Q: Problem 2. A transit is set up at point B which is between A and B. The vertical angle observed…

A: Calculate the vertical difference in elevation between the line of sight (LOS) and A,    tan α =…

Q: The horizontal axis of a transit was inclined at 4' with the horizontal due to non-adjustment. The…

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Q: 3. From the field notes of a closed traverse shown below, adjust the traverse using. a. Compute the…

A: NOTE : Since you have asked multiple questions, we will solve the first question for you. If you…

Q: Q2. In one word, what can we check in a closed traverse compared to an open traverse? (use lower…

A: what check can be done in closed as compared to open traverse

Q: Q1/ find the area of the close traverse which is shown in the below figure by (60 degree) 1- DMD…

A: Solution: Given: A = 0,10 B = 4,23 C = 13,18 D = 9,1 F = 6,13

Q: SITUATION. A close traverse has a following data: Departure Course Distance Latitude А-В 583.10 m…

A: Given data in question  closed Traverse  Latitude Departure Lengths To find out  Linear error of…

Q: The following Face Left and Face Right Readings are recorded for a traverse angle C: FL(A)= 00°…

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Q: Line Length(m) Azimuth DA 500 2100 DC 2000 450 СВ 1000 270° АВ ? ?

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Q: SITUATION. Given the foliowing corrected data of a close traverse: Course Distance Latitude…

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Q: If N is the number of stations and the least count of the instrument is 20, then the limit on the…

A: Given that: N=Number of stations                  Least count of instrument = 20

Q: Compute the closure error in closed-polygon traverse if you know the relative precision (1/15000)…

A: Surveying a branch of the construction industry where balancing between different points on the…

Q: Q3): The following data were collected while running a closed traverse ABCDA starting from A toward…

A: Note: For a multipart question as per our policy only first three parts could be solved for rest of…

Q: Q4) In closed traverse ABCD, the interior angles were measured. Calculate the corrected interior…

A: Given: Station Interior angles A 104o30'29'' B 86o54'43'' C 67o18'39'' D 101o16'17'…

Q: The observed bearings of a traverse are given below. Line Bearing PQ 46° 15' QR 108° 15' 201° 30' ST…

A: Given data :- Line Bearing   Line Bearing PQ 46°15'   QP 226°15' QR 108°15'   RQ 286°15'…

Q: The instrument used was a transit with an internal focusing telescope and a stadia interval factor…

A: Given- stadia interval factor =99