LINE AZIMUTH (SOUTH) DISTANCE 7321.56 m 13111.78 m АВ 94° 33' 33" BC 248° 45' 55" The instrument is at point O, south of A, B, and C with angle BOA = 21° 11' 00", and angle AOC = 36° %3D 26' 28".
Q: Convert N 25 deg 25 min W to an equivalent azimuth from North
A: Given, The bearing, N25°25'W
Q: The length of traverse line CD isb316.48m and the magnetic azimuth from south if the line is…
A: Given data- Length of traverse line CD (L) = 316.48 m magnetic azimuth from the south is 153°54' To…
Q: 4. From one side of a river 400m. wide, a level took a foresight to the other bank with a reading of…
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Q: Let A be a point of elevation 230.48m above datum, and let B and C be points of unknown elevation.…
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Q: The magnetic azimuth reckoned from the north of a line is 205° 40'. If the magnetic declination is…
A: 1) Given, Magnetic Azimuth = 205°40' Magnetic Declination = 3°15' East Note: As per Guidelines…
Q: 4 ) Calculate Lattitude and departure for length 77 m and Azimuth 23 Degree
A: given data length of line = 77 meter azimuth of line = 23 degree we have to find departure = ?…
Q: The azimuth of a five sided traverse are as follows: AB = 241°, BC = 22°, CD = 158°, DE = 64° and EA…
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Q: Given: Point Angle Bearing AB = N76-32-44E %3D A 75°01'24" В 41°19'20" C 251°04'40" D 54°06'24"…
A: Note: As azimuth of A, B, C, D, and E gave in the problem so, we are solving only the azimuth of…
Q: 1) Given the following: COURSE LATITUDE DEPARTURE АВ 40 -80 BC 80 -40 CD unknown unknown DA -90 50…
A: Given:- a table as shown below :
Q: 12. TRIGONOMETRIC LEVELING. Two points, A& B, are 3,134.50 meters apart. and B, ahd 1,992.25 meters…
A: Determin the difference in elevation between A and B
Q: 10. If azimuth from the North of line DE is 219°02, what is the azimuth of DE from the South?
A: 10. Consider the following figure.
Q: Calculate the interior angles from the :following observations Line PQ QR RS ST ТР Bearing S 37° 30′…
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Q: computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the azimuth…
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Q: For a given closed traverse, Lat = -0.44, Dep = -0.37, Perimeter = 2915.80 m %3D Total Abs dep =…
A: To Find :- corrected departure of AB by compass rule. AB length LAB = 483.52 m Perimeter of traverse…
Q: 4. An interior angle traverse as shown below was completed. Azimuth Aac = 90°. Find the azimuth of…
A: The bearing of the line is always below the angle of 90 degree that is calculate corresponding to…
Q: The length of a traverse line is 316.48 m and the magnetic azimuth of the line from south is 152°…
A: From figure ; Let Ab be the required length of line = 316.48 m Azimuth angle is taken from South…
Q: FUNDAMENTALS OF SURVEYING All azimuths are measured from South. All angles must be written to the…
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Q: LINE AZIMUTH FROM NORTH AB ВС CD DE EF
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Q: The length of a traverse line CD is 316.48 m and the magnetic azimuth from south of the line is…
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Q: Given: g1 = - 2% g2 = + 3% %3D BVC Station = 16+50 %3D BVC Elevation = 112.00' L = 400.00' %3D What…
A: Given: The grade g1 is -2%. The grade g2 is +3%. The BVC station is 16+50. The BVC elevation is…
Q: 4. PROBLEM #4 Compute the azimuth from north of line CD, given the following: a) Azimuth AB (from…
A: Data given: Azimuth AB(from north)=68°26'32" Angle to right ABC=45°7'8" Angle to right BCD=36°26'48"…
Q: Calculate Lattitude and departure for length 36 m and Azimuth 53 Degree
A: Given:- The magnitude of the length = 36 m The azimuth value = 53 degree To determine:- The…
Q: Two points, A and B, are 3143.50 meters apart. From a Third Point , C, an instrument is set up on…
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Q: 0-075 m 0075 0075 2.50 m
A: Interior walls-→For this find the surface area of internal walls (not door and window)l length…
Q: What is the azimuth from south of line AB? 2. What is the from north of line BC?
A: 1)
Q: azimuth to bearing: 74.062 degree 56.50 degree
A: to convert following angles from azimuth to bearing.
Q: 59. The back staff reading on a B.M. of R.L. 500.000 m is 2.685 m. If foresight reading on a point…
A: given- Reduced level of BM=500 mBack staff reading BS=2.685 mforesight readig FS=1.345 m
Q: Computation of Azimuth Traverse
A: Data given: Asked: Azimuth of the traverse
Q: A is a point having an elevation of 130.48 m above datum, and B and C are points of unknown…
A: Consider the diagram for the given condition as shown below.
Q: LINE DISTANCE BEARING AB 370m N 15° E BC 650 S 86° E CD 475 S 19° W DA 589 N 78° W
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Q: Convert S 55° 45' W into it's equivalent azimuth
A: The given bearing is: S 55° 45'
Q: Q4-In the traverse below if the Azimuth of AB = 30° 30' 30" find the coordinates of point B and C…
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Q: Problem 5.6 A trigonometric leveling method was used to measure elevation between different…
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Q: Let A be a point of elevation 130.48 m above datum, and let B and C be points of unknown elevation.…
A: Solution For convenience, I am going to split it into two parts
Q: COURSE LATITUDE DEPARTURE АВ 30 -70 BC 70 -30 CD Unknown Unknown DA -80 40 a) What is length of…
A: A closed traverse latitude and departure have been given in the tabulated form and it has been asked…
Q: A is a point having an elevation of 130.48 m above datum, and B and C are points of unknown…
A: Consider the following figure.
Q: Highlight Strikeout Define Сopy 10. The length of a traverse line CD is 316.48 m and the magnetic…
A: For calculating the departure and latitude of any line, we need to have the following data, Length…
Q: The length of a traverse line CD is 316.48m and the magnetic azimuth from south if the line is…
A: The given data is: Length of CD=316.48 m Magnetic azimuth =153°54
Q: 1) Given the following: COURSE LATITUDE DEPARTURE АВ 40 - 80 BC 80 -40 CD unknown unknown DA -90 50…
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Q: Converting azimuths to bearing. a. Azimuth line AB = 230° 30' b. Azimuth line BC = 112° 46' c.…
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Q: Two points A and B have an elevation of 12.45 m. and 32.75 m. respectively. If at point A, the…
A: Considering the given case as shown below: Let the horizontal distance between A and B be x
Q: 7. Convert the following bearings to equivalent azimuths a. AB, N 25 25‘ W b. BC, Due East
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Q: The magnetic declination in a locality is 3º 12' E. Determine the true true azimuths reckoned from…
A: To find true bearing and true azimuth
Q: Q4-In the traverse below if the Azimuth of AB = 30° 30' 30" find the coordinates of point B and C В…
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Q: Recorded Information for Traverse ABCDEA COURSE AZIMUTH* DISTANCE (m) INTERIOR ANGLES 74° 31' 17" LA…
A: Given: To determine: 1) The azimuth of line BC 2) The azimuth of line CD 3) The azimuth of line DE…
Q: The length of a traverse line CD is 316.48m and the magnetic azimuth from south of the line is…
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Q: Q4-In the traverse below if the Azimuth of AB = 30° 30' 30" find the coordinates of point B and C В…
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Q: A; direction of azimuth (BC) (CD) (DA) (BA) B; compute clouser eror C; compute the correction angles…
A: We need to find the closure error, corrected angles and azimuth direction. For a closed traverse of…
Q: A closed traverse has the following omitted data. What is the Azimuth Sout CounterClockwise of EA if…
A: Given: To find: Bearing of EA in Azimuth south counter clockwise direction.
Q: a fixed azimuth of 234°17'18" for line AW, Compute the azimuth for all sides
A: Surveying is a very important branch of civil engineering as it is mainly dealt with the measurement…
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- (9) The following observations were made in a tacheometric Survey. Inst. Station A A B Hair Height staff vertical of axis station angle readings 1.345 BM 1345 B 1.550 -5° 30' 0.905, 1.455, 2.005 Remark RL of BM +8°0' 0.755,1.655, = 450-500 m +10 2.555 1.500, 2.250,3.000 Calculate the RLs of A, B and C, and horizontal distances AB and BC. The tacheometer is fitted with an anallatie Lens and the multiplying constant is 100A Tachometer is set up at an intermediate point on a survey line PQ and the following observations were made on a vertically held staff. Staff intercept 1.235 m 1.115 m Axial hair readings 2.445 m 1.335 m Staff station Vertical angle 15° 20 ' 50" 12° 40 ' 10 " i) Compute length of the line PQ. 2.5 ii) Compute R.L of Q, if R.L of P is 189.66 m 2.5S LINEAR ERROR OF CLOSURE N Problem 2: W E U For the given data of a transit-tape survey. S 1. Determine the latitudes and departures of the lines. 2. Determine the linear error of closure. 3. Determine the bearing of the line of the side error. V 4. Determine the relative precision. LINE LENGTH (m) BEARING LATITUDE DEPARTURE +N -S +E -W Y AB 495.85 N 05°30'E BC 850.62 N 46°02'E CD 855.45 S 67°38'E DE 1020.87 S 12°25'E EF 1117.26 S 83°44'W FA 660.08 N 55°09'W Total ΣNL ΣSL ΣED EWD 3 RVE
- *Refer to the following notes for reciprocal levelling taken with simple level. Determine (a) the true R.L. of B (b) Collimation correction (c) Refraction correction (d) Combined correction Instrument Station A B Staff reading on A B 1.305 2.725 1.355 2.050 Remarks Dist. AB = 905 m R.L of A = 100 m collimation error -0.003/150Three triangulation stations A, C and E are points on the shore whose position were observed from X. The angles were measured using a sextant from the boat at X to the three triangulation stations. The following data were recorded during the survey procedure: Distance AC = 700m Distance CE = 680m Angle ACE = 148o Angle AXC = 45o Angle CXE = 35o Angle CAX = 70o a.) Compute the angle CEX. b.) Compute the distance AX. c.) Compute the distance XE.I need Answer of A only A. A tachometric surveying was conducted to obtain some readings forinaccessible points, where it was found that the multiplying and additiveconstants are 98 and 0.1, respectively. The instrument was setup at point C and the readings listed in the table were taken while the staff was held vertically. Calculate the horizontal distance between BM and station D. Also, calculate the reduced level of station D. Figure 1 shows a schematic view of the site.
- PROBLEM II 2 points B & C were observed from point A where the instrument was set up at a height of 1.25m. Points B & C are ahead of point A. The surveyor used an internally focusing telescope with a stadia interval following data was recorded as observed for points B & C. factor of 100. The Vertical Stadia Hair Readings (m) ROD/Point Angle Upper Middle Lower 25°15" 2.316 1.877 1.438 45°57 3.333 2.011 0.689 (a) What is the stadia constant of the instrument? (b) What is the slope distance between the telescope at point A and the rod reading at point B? (c) What is the difference in elevation between point B & C? (d) What is the slope distance between the ground surface at point B and the ground surface at (e) What is the elevation of point C if point A is at an elevation of +0316.15m above mean sea level?A line of three-wire differential levels goes from benchmark Gloria to benchmark Carey. The length of the line was determined to be 2199 m. The instrument had a stated compensator accuracy of +0.3". The instrument-rod combination had an estimated reading error of +1 mm/km. The instrument is found to have an inclined collimation error of 1.0 mm/km, so the sight distances were kept to approximately 50 ± 5 m. If the difference in elevation observed is 15.601 m, what is the estimated error in the final elevation difference?A line of three-wire differential levels goes from benchmark Gloria to benchmark Carey. The length of the line was determined to be 2097 m. The instrument had a stated compensator accuracy of pm 1.4 mm/ km. The instrument–rod combination had an estimated reading error of 0.4 mm per 40 m. Sight distances were kept to approximately 50 5 m. If the observed difference in elevation is 15.601 m, what is the estimated error in the final elevation difference? If benchmark Gloria had a fixed elevation of 231.071 m and Carey had a fixed elevation of 246.660 m, did the job meet acceptable closure limits at a 95% level of confidence? Justify your answer statistically.
- Question 8 The angles about a point P were measured with the following number of measurements taken shown in the table below. Measured Angle Repitition Value APB 31° 15' ВРС 12° 16' 4. СPD 41° 28' 4 DPA 84° 53' Calculate the most probable value of angle BPC O 12°14' O 12°17 O 12°18' O 12°15'The following tacheometric observations were amde on two points P and Q from station A. Staff at Vertical Angle Staff Reading Upper Middle Lower P -5°12' 1.388 0.978 0.610 +27°35' 1.604 1.286 0.997 The height of the tacheometer at A above the ground was 1.55m. Determine the elevations of P and Q if the elevation of A is 75.5 m. The stadia constant k and c are respectively 100 and 0.0m. Show an illustration of your work.(b) The following observations were made in a tachometric survey: Staff Vertical Hair Remark Inst. stadon Height of axis (m) station angle readings (m) - 5°30 0.905, 1.455, RL of BM 2.005 A 1.345 BM =450.500 m %3D + 8°0 0.755, 1.655, 2.555 1.345 + 10°0 1.500, 2.250, 3.000 1.550 Calculate the RLs of A, B, C, and the gradient of the line AC. The tachometer is fitted with an anallatic lens and the multiplying constant is 100.