Homework #6 Determine the area of the traverse Survey data : 400 -A (250,80) B -B (270,380) 300 -C(50,350) -D (70,250) -E (20,100) D 200 100 E 100 200 300 E
Q: a point A and with the line of sight horizontal, took rod readings with the rod at point B and C,…
A: a) We know that in tachometry survey, the instrument has 2 constants K and C. C=0.3 m D=Ks1+C 1.…
Q: Given the following tabulated data for a closed traverse in which the lengths of CD and DE are…
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Q: SITUATION. A close traverse has a following data: Departure -500 m Course Distance Latitude A-B…
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Q: It is necessary to accurately determine the distance between survey stations R and S, which are…
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Q: Triangulation Stations A, B, C, and D have the following observation angles. Angle Values ACB 50°…
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Q: SITUATION. Given the following corrected data of a close traverse: Course Distance Departure…
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Q: 1.1 how to use a level 1.[Calculation] To calculate the elevation of some points, a leveling route…
A: surveying : The technique, profession, art, and science of identifying the two-dimensional or…
Q: Calculate the coordinates of stations B and C in the traverse below, given that * .(station A…
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Q: Triangulation Stations A, B, C, and D have the following observation angle Angle Values ACB 50° BAD…
A: Solution: "None of the options are correct in the above question " The correct value of the angle…
Q: SITUATION. A close traverse has a following data: Departure -500 m Course Distance Latitude А-В…
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Q: SITUATION. A close traverse has a following data: Departure -500 m Course Distance Latitude А-В…
A: Given data in question Departures Latitudes Lengths To find out Error of enclosure
Q: Q1) The following sketch include inverting readings of some stations. Calculate the elevations of…
A: Given that:
Q: Determine the Area of the given traverse using DPD method. (data in meters) Departure Latitude 37.7…
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Q: HW-1-: The coordinates of traverse stations of a closed traverse ABCDE are given in Table below,…
A: solution consider the given coordinates and use cross coordinate method to find the area of the…
Q: FIELDWORK NO. 08: OMITTED MEASUREMENTS 1. Determine the missing data of the given traverse and…
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Q: If a given closed traverse has a Departure error of +0.5563' and a Latitude error of -0.4136', match…
A: Given data, Departure error De = +0.5563' Latitude error Le = -0.4136' Length of lines AB = 110 BC =…
Q: 3. The data of a closed traverse is shown below. Complete the table below and determine the area…
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Q: 3. A closed traverse has the following data Bearing N 9.27° E S 88.43° E Course Distance 58.70 1-2…
A: Let the length of course 3-4 = x Lets convert the quadrant bearing into whole circle bearing…
Q: SITUATION. A close traverse has a following data: Distance Course Departure Latitude A-B 583.10 m…
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Q: Q2: -Compute the corrected elevations of all points if R.L. (known) of B.M. was (170,850 m) and R.L.…
A: Point Distance R.L Correction Corrected elevation B.M 170.850 400 1 172.433…
Q: 3. The data of a closed traverse is shown below. Complete the table below and determine the area…
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Q: A. DETERMINE THE LATITUDE-DEPARTURE OF THE TRAVERSE, LINEAR ERROR OF CLOSURE, BEARING OF THE SIDE OF…
A: As a reference point, a true bearing is measured in relation to the north pole. By measuring grid…
Q: 1. Given in the accompanying tabulations are the observed data for transit-tape survey: LINE…
A: Given is bearing in qsb We will change into whole circle bearing Then compass rule is applied by…
Q: Distance 85m Course Bearing S 12° E S 20° W N 350 W N 8° W N 25° E S 22° E АВ ВС 45m CD 63m DE 94m…
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Q: Line Length Azimuth from South AB 269.900 m Unknown BC Unknown 75°00’ CD 199.880 m…
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Q: To get the topography of a given area, a transit was set up at point A and sighted points B and C.…
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Q: Correct the survey data below for a closed traverse. LINE DISTANCE BEARING AB 495.85 m N 05°30’ E…
A: Given :- Survey data for a closed traverse is given below LINE DISTANCE BEARING AB 495.85 m N…
Q: c)Table 1 shows a closed traverse data by student from UiTM Perlis, find out the interior and…
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Q: Compute the area of the traverse data shown.
A: DMD of 1-2 =-30DMD of 2-3=-30-30+20=-40DMD of 3-4=-40+20+60=40DMD of 4-1=40+60-50=50Find Double area…
Q: Determine the area of the traverse Survey data : 400 - A (250,80) -B (270,380) -C (50,350) 300 -D…
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Q: The data of a closed traverse is shown below. Complete the table below and determine the area using…
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Q: INSTRUCTIONS: Given in the accompanying tabulation are the observed data for a closed traverse…
A: Here we use that sum of latitude and departures is zero if it's not its error Then we use following…
Q: 32. Compute for the area by using DMD and DPD method. LINE BEARING DISTANCE AB S 36°46'W 44.84 BC N…
A: To determine the area of traverse using DMD and DPD method. First step is to write the Latitude…
Q: LINES DISTANCE BEARING AB 24 m S 16° W BC 16 S 69° E CD ? N 58° E DA ? S 81° W…
A: Fo find out the length of CD and DA.
Q: Complete the table for the adjustment of traverse using Transit Rule Adjustment COURSE DISTANCE…
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Q: Work out included angles from following data Sr. No. Line F.B. AB 40° BC 120° CD 240° 60 DA 340°…
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Q: Problem 5 For the given data of a close traverse, determine the missing distance of course CD and…
A: Given:- Lines Distance (m) Bearing Latitude Departure DMD Double AB 56 N33o10'E BC ?…
Q: Q1) The following sketch include inverting readings of some stations. Calculate the elevations of…
A: Given data Back sight Intermediate sight Fore sight R.L We will use height of instruments method…
Q: A surveyor forgot to note the distance and bearing of a line while performing a close traverse.…
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Q: Write down the steps to carry out a Total Station Survey rig m getting the instrument issued from…
A: Solution: Total station basically consist of theodolite that has a built in distance meter in order…
Q: LINES DISTANCE (m) BEARING LATITUDE DMD DOUBLE AREA АВ 56 N 33°10' E BC ? S 76°16' E CD 95 DE 46 S…
A: ∑L=0100.8986-.828L+65cosθ=065cosθ=.828L-100.8986.......(1)∑D=019.432-.560L+65sinθ=065sinθ=.560L-19.4…
Q: A closed traverse has the following data: Lines Azimuth Distances 1-2 16° 25 m 2-3 291° 16 m 3-4…
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Q: Relative precision of traverse is A absolute value of the difference between total distance and…
A: Relative precision of traverse is Option (D) ratio of linear error of closure to the perimeter of…
Q: A closed traverse has a following data: LINES DISTANCE BEARING AB 24 m S 16° W BC 16 m S…
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Q: Compute the area of the given traverse using DPD and DMD method. COURSE LENGTH (m) BEARING АВ 495.85…
A: Solution:- i) Formulla for Double parallel distance method is given by, DMD=First one DMD =Adjusted…
Q: SITUATION. Given the following corrected data of a close traverse: Course Distance Departure…
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Q: Given the following data for a transit tape survey. By applying the transit rule, determine: а. the…
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Q: Problem #4 For the given data of a close traverse, determine the missing distance of course CD and…
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Q: SITUATION. A close traverse has error of closure of +0.68 in latitude, and +0.42 in departure.…
A: Given Latitude of line = 249.9 m
Q: 7-) A level of circuit is run a total distance of 9 km from BM30 to set three other benchmarks in…
A: TO FIND ACCURACY OF SURVEY
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- The distance from the sensor to the target in the range direction is known as: Select one: W O a. Target O b. Radar Range on Oc Slant Range O d. LIDAR The Satellite Instantaneous Field of View (IFOV) has the following attributes: Select one: of O a. The IFOV and the distance from the target determines the spatial resolution Ob. Solid angle through which a detector is sensitive to radiation. stion Poth A and BQ10/ If you have the following records listed in the table below: Find the area of the traverse (ABCD)? Mem. St. A B с D A AB BC CD DA AX 60 ? -60 ? ΔΥ ? 50 -60 -70 DMD ? 50 ? -70 DMD * AY 4800 ? ? ?500KN 200mm 100mm C 45° P
- 6.37 (13th) If an EDM instrument has a purported accuracy capability of ±(3 mm = 3 ppm), what error can be expected in a measured distance of (a) 30 m (b) 1586.49 ft (c) 975.468 m? (Assume that the instrument and target miscentering errors are equal to zero.)ANSWER SHOULD BE ANSWER KEY: 81) 5.77% 82) 574mm 83) 491mmThe pin-jointed space truss shown in Fig. P.15.14 is pinned to supports 0, 4, 5 and 9 and is loaded by a force P in the x direction and a force 3P in the negative y direction at the point 7. Find the rotation of the member 27 about the z axis due to this loading. All members have the same cross-sectional area, A, and Young's modulus, E. (Hint. Calculate the deflections in the x direction of joints 2 and 7.) Ans. 382P19AE.
- Wrong answer will be downvoted. An anallactic tacheometer in use on a remote survey was damaged und it was decided to use a glass diaphragm not originally designed for the instrument. The spacing to the outer lines of the new diaphragm was 1.25 mm, focal lengths of the object glass and anallactic lens 75 mm, fixed distance between object glass and trunnion axis 75 mm, and the anallactic lens could be moved by an adjusting screw between its limiting positions 75 mm and 100 mm from the object glass. In order to make the multiplier 100, it was decided to adjust the position of the anallactic lens, or if this proved inadequate, to graduate a special staff for use with the instrument. Make calculation to determine which course was necessary and if a special staff is required, determine the correct calibration and the additive constant.Answer in lt/minComplete the table by referring to the data below:- compute for the lat and dep- compute LEC and REC- perform traverse adjustment
- (b) The data from a levelling survey are shown in Table Q2. Using the rise and fall method, calculate levelling measurement from TBM1 to TBM2 (i) Calculate all reduce level and perform arithmetic checks to support your answer. (ii) Plot the long section profile along the chainage .Modular Questions M7-1 PROFILE LEVELING. Figure shows a schematic arrangement of a profile level route from BM33to BM34. The values indicated represent backsight, foresight, and intermediate foresight readings taken on stations along the route. Prepare and complete profile level notes for the portrayed information. Show the customary arithmetic check and plot the profile. 2t00 Hl2 1• 00 3.06 (FS) y03+00 (BS), 1.7 iFS) HI, 3.43 (FS) TP, 4+40 6+ 00 2.22 2.8 IFS) 5+00 8+00 HIz 2.45 (FS) 3.6 TIFS BM33 Elev 328.70m BM. "34 9+00 I1+00 10 + 00 M7-2 TRIGONOMETRIC LEVELING. A vertical angle of -12°25' is measured to the top of a water tank from an instrument set up on a hill 585.00 meters away from it. The telescope of the instrument is 1.45 m above the ground whose elevation is 462.73 m. Making due allowance for the earth's curvature and atmospheric refraction, determine the elevation of the base of the water tank is the tank is 32.0 m high. (S8) (IFS) IFS)With the visual device located in the following operations n Which / Which can be done? I- Angle measurement II- Area Measurement III- Length measurement 19 - а) I, П, Ш OB) only II C) only I OD) I and II TO) I and III