what is the value of the back bearing 50° 25' 20

Q: Explain how you will set-out a point that perpendicular to a straight line using two tapes.

A: Setting out: This method is used to establish the position of the trench and wall of the house as…

Q: a-Calculate the bearing in DMS from Sta. A to Sta. C. b-Calculate the distance from Sta. A to Sta.…

A: The slope of a line with the x-axis is given by tanθ=y2-y1x2-x1 In the given question, y2=4314.08…

Q: COMPUTED INTERIOR ANGLES ADJUSTED INTERIOR ANGLES STA CORR ADJUSTED BEARINGS LINE FORWARD S 30 40'w…

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Q: To make peg adjustment, the following notes were taken, WYE LEVEL AT 1 0.632 2.543 Rod reading at P…

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Q: Please explain how to do the marking for 30°incline plane, C4 x 4 and the center for M10 x1.5 on a…

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Q: The following offsets were taken from a chain line to an irregular boundary line at an interval of…

A: Given data: 0, 2.5, 3.5, 5, 4.6, 3.2,0 interval =10m

Q: ea nt Sharing ings Options Adjust the angles of triangles ABC and DEF for the following angular…

A: To adjust the angles using the method of least squares, we first need to ensure that the sum of the…

Q: AZIMUTH COURSE DISTANCE (m) FROM SOUTH 1 -2 269.90 Unknown Unknown 75 00' 141 18' 2-3 3-4 199.88 225…

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Q: Compute the interior angle at A, B, C, D Answer only

A: Interior Angle at 'B' = 137⁰35⁰

Q: 3. Calculate the Elevation of the bottom of the pipe at the given stations. 116.45 X 0+00.0 0+40.2…

A: Given: Elevation at station 0+00.0 = 116.45 Elevation at station 1+72.6 = 118.20 Required :…

Q: All data are in feet. The elevation of BM-A is 1364.58 feet. Rod readings are as follows: +S on…

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Q: DISTANCES 110.8 m BEARING N 32°27' E 83.6 m S 8°51' W 126.9 m S 72021 W

A: course Bearing  (QB) Bearing (QB) Distance  (m) AB N32° 27'E 32° 27 ' 110.8 BC ? 0 83.6…

Q: TEST II. Simple Computation 1. Calculate the latitude of 600m length with a bearing of N55°30'W. 2.…

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Q: If the Bearing of an angle is S 27°18'12.56" E, is the latitude positive or negative?

A: Latitude is projeaction of bearing line on the north-south meridian. Whereas departure is projection…

Q: 2. Compute the omitted or missing bearings 3 S 88°29' E 340.87 m. 144.97 m. 127.55 m. /NN 15°16' W…

A: Surveying is an important subject of civil engineering. It is one of the basic aspect while studying…

Q: TEST II. Simple Computation 1. Calculate the latitude of 600m length with a bearing of N55°30'W. 2.…

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Q: DISTANCE LINE BEARING (m) N 70 15'E 415.50 220.32 N 82 23'E 230.06 N79 5o'w AB BC CD DA Unknown…

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Q: To make a peg adjustment, the following notes were taken: Wye level at 1 Wye level at 2 Rod reading…

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Q: Calculate the interior angles from the :following observations Line PQ QR RS ST ТР Bearing S 37° 30′…

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Q: For the following set of Stadia notes. Rod Interval (m) = 3.23 Horizontal angle = 85° 23' (measured…

A: Given:                       Rod interval = 3.23 m              Horizontal angle = 85∘23' {Reference…

Q: problem 1 Offsets were taken 9m apart in the following order; 2m, 3.2m, 4m, 3.5m, 5m, 6m, 7m.…

A: Offset is the perpendicular distance measured from each side of a chain line going in a specific…

Q: Which of the following is true for a "cut" tape? A) The last foot (or meter) at each end of the tape…

A: Cut tape is a type of tape in which one foot or metre intervals are there. And only one foot is…

Q: To make a peg adjustment, the following notes were taken:     Wye level at 1 Wye level at 2 Rod…

A: Plane Surveying is that sort of looking over in which the mean surface of the earth is considered as…

Q: from a point A 20m above the ground, the angle of elevation of the top of the tower is 29.33…

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Q: The following data were obtained by a stadia measurement; vertical angle is 30°23', and observed…

A: Determine the HD, VD, ID, and DE.

Q: Part A) Balance the angles Part B) Compute the bearings for all sides Part C) Compute latiudes and…

A: since , you have posted question with 4 subparts ,I have solved 3 parts and if you want the answer…

Q: TEST II. Simple Computation 1. Calculate the latitude of 600m length with a bearing of N55°30'W. 2.…

A: Bearing of line = N28°12'E Departure of line = 400m Length of line = L

Q: 1. a. The azimuth of a line is 294 - 21’ – 30*. What is its bearing? (Show a diagram and the…

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Q: SITUATION A Bearings Length Course L (m) АВ N 48°20' E 529.60 ВС 592.00 CD S 7°59' E 563.60 DE…

A: We have to asked bearing of line DE & bearing of line BC & find total area.

Q: Arrange the following description in the form of profile level notes complete to elevation. A levei…

A: Required to find: A. Compute the elevation at the point 60m, from the beginning of the line. B.…

Q: Compute the missing or omitted distance or bearing

A: Let θ be missing bearing and L be the missing distance. For closed traverse, ∑L=0∑D=0

Q: For what purpose azimuths and bearings used?

A: Azimuth is the angle which any line makes with the True Meridian. Bearing is the angle which any…

Q: The following data were obtained by a stadia measurement; vertical angle is 30°23', and observed…

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Q: SITUATION A Length L (m) Bearings Course АВ N 48°20' E 529.60 ВС 592.00 CD S 7°59' E 563.60 DE…

A: We have to find bearing line DE and bearing line BC And total area

Q: To make a peg adjustment, the following notes were taken: Wye level at 1 wye level at 2 Rod reading…

A: Wye level at 1 ( midway between the PQ) The reading at P = 1.241m The reading at Q = 1.513m. As…

Q: Compute Azimuths and draw for each case: AB: N46° 00'00"E AB: N45 23'56"W AB: S12°34'33"W Compute…

A: Bearing :  Measured with respect to  North or South whichever is nearer in clockwise or…

Q: - 1 attachment- Determine the maximum height, h, perpendicular to the ground. h 55.30 ft/s² 25° B…

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Q: The azimuth of the line from the north is 125 degrees 50' 40" a. what is the bearing of the line?…

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Q: Fom the following traverse notes, determine the linear error of closun NE BEARING LENGTH -2 N 73°…

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Q: P11.1 to P11.7. Analyze each structure by moment distribu- tion. Determine all reactions and…

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Q: 3. Find the area of a triangle whose adjacent lengths measures 350m and 400m with an included angle…

A: given b=350m and c=400m

Q: An instrument is set over point “A" with a 5.45 ft. H.I. A vertical angle of -9°35'17" and a slope…

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Q: S30°47'19"W N79 15'12"E

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Q: 1. Convert the following to bearings: 52°40’59’’ 205°32’11’’ 312°15’29’’

A: Angles and lengths are the essential estimations in studying. Angles in reviewing are named either…