The intercept form of the line with a slope equal to –-3/8 and passes through the point (5, 6) is y =- x + y 3 63 + 63/8 : 1 63/3 8 8 O A. В. y + = 1 3/63 8/63 О с. O D. II

Q: With the following information of a closed traverse, determine the bearing of line BC. AB: 44.47,…

A:

Q: 5- Find the correction for curvature for a distance 1200 m? a) 0.133 m b) 0.131 m c) 0.113 m 106009…

A: Given-  d = 1200 m     = 1.2 km

Q: The intercept form of the line with a slope equal to -3/8 and passes through the point (5, 6) is y =…

A: Slope = m = -3/8 Point = (5,6)

Q: AB and CB are tangents. If y 137.20 mm and ZABC 67.0°, find: a) 21 -y 21 b) x C

A: Step 1

Q: 0.15 m 0.30 m 0.36 m E 3114 N

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Q: Problem 2. Calculate the area of the closed traverse or field in square meters (using coordinate…

A: Given data: Problem 1. Chainage (m) 0 25 50 75 100 125 150 Offset (m) 0 5.49 9.14 8.53 10.67…

Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

A: A closed traverse

Q: A closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m/ N 35° E BC /…

A:

Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

A: As per the company guidelines, we are obliged to answer only one question at a time. Therefore,…

Q: 100 and C = 2) A transit with a stadia interval factor of K = at point C on the line between points…

A:

Q: The interior angle of a five sided closed traverse were measured as follows: A = 85°11', B = 68°30',…

A: We will determine the bearing in whole circle bearing system (WCB)

Q: For the given line with equation 2x – 3y = 12, the slope and the y-intercept is Slope: 3/2;…

A: Write the given equation in slope - intercept form  That is  y= mx+c    Here m= slope  c =…

Q: Closed Traverse 65 13 95 19' B D 216 19 67 06' E 96 03 A Determine the following: 1. back azimuth of…

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Q: Problem No. 3 Given: Bearing S 73°21'E S 40°10'E S 26°42'W N 14°20'W N 12°20'E Lines Distances A-B…

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Q: 1/7 For the velocity profile = calculate the shape factor H.

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Q: The X and Y coordinates of two corners of a traverse are: A(-123.45 m, 105.70 m) and B(163.08 m,…

A: To Find :- Bearing of course AB

Q: 5.765 0.345 1.255 1.100 0.465 2.095 |0.130 вм 36 0,245 вм 35 154.375 88-O

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Q: Determine the distance from the point (5, 3) to the line 4x - 2y = 10.

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Q: .Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

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Q: x² + y2 + z? = 21, (1, 4, 2) (b) Find a set of symmetric equations for the normal line to the…

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Q: 1. Given a close traverse S 54°59'15" E 382.24' 276.52' A S 68°05'35" W 472.68 в a. Determine the…

A: To Determine a. Determine the adjusted distance for line BC b. Calculate the adjusted bearing for…

Q: Compute for the area (m?) of cut, considering b is 7.8 meters: 7.92 6.74 + 4.15 - 6.55

A:

Q: Q.2 A four-sided closed field traverse has the following angles and side lengths, are as follows:…

A: To Determine a. Balance the field angles b. Compute the bearings or the azimuths c. Compute the…

Q: 26.) Given the following data of a closed traverse LINE DISTANCE (M) BEARING 1-2 42.2255 N 17° 35' E…

A: A closed traverse bearing and length of each side is given in the tabular form as represented in the…

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…

A:

Q: Determine the elevation at BM 36. 5.765 0.345 1.100 0.465 1.255 2.095 0.130 вм 36 0.245 BM 35…

A: Given,  There are series of levelling readings are taken on a ground.  Our aim is to calculate…

Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

A:

Q: A five-sided closed field traverse has the following angles: A= 99°23'07", B=151°13'02",…

A: Given   A= 99°23'07", B=151°13'02", C=80°58'30", D=115°19'02", E=93°05'39" AE = 352.72m, ED =…

Q: 26.) Given the following data of a closed traverse LINE DISTANCE (M) BEARING N 17° 35' E S 85° 29' E…

A: Bearing and length of sides of closed traverse is given in the question in tabulated form and it has…

Q: 2/87 If the resultant of the two forces and couple M passes through point O, determine M. 150 09 uru…

A: answer = 148 N-m   explanation is given in below step

Q: between A and B. a= 3.11 meters b= 1.04 meters

A: Take SG of oil =0.8Take SG of Mercury =13.2so,

Q: Problem 2: In a closed traverse the measured length of the line AB is 245.08 m. If the bearing of…

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Q: Problem 1. From the open compass traverse shown, if the forward bearing of line AB is N 45°20' E,…

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Q: (Trilateration): In a trilateration network one of the triangles has the following data: AB = 400m…

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Q: SITUATION 5 A closed traverse has the following data. Line A-B B-C C-A Bearing N 45°00'00" E S…

A: The projection of a line on north- south axis is called latitude ( if component is on north axis it…

Q: 1. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 39.36 S 09°18' E 2-3…

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Q: x^2+9y^2=r^2 orthogonal trajectory  y=Cx^n

A:

Q: GIVEN: G1 = +4.5 % ELEV V = 71.50 L = 800 m G2 = - 3.5 % STA V = 10 + 00 Determine elevations at…

A: As per the given problem above, first grade is ascending and the second grade is…

Q: Problem 2. Calculate the area of the closed traverse or field in square meters (using coordinate…

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Q: A transit with a stadia interval factor of 100.8 was set at C on the line between points A and B,…

A:

Q: Q2: A five-sided field traverse has the following balanced angles: A = 101°28′26"; B=102°10'42"; C =…

A: Part B  Bearing of EA= N20°20'20''W = 339°39'40''                    AE= 159°39'40''= S 20°20'20''E…

Q: If the Whole circle direction is (34°30') and the magnetic declination is (3°30')W the magnetic…

A: Given information in question  Whole circle bearing Magnetic declination To find out  Magnetic…

Q: 5. The station and elevation of the lowest point are: (B) 4+ 50, 137.94 m (A) 5 + 45, 371.94 m (E)…

A: The lowest point is the one which has the least elevation of all. In this case the least elevation…

Q: 200 90 90 Determine the location of the centroid from the y-axis of the shaded region. 000 R60

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Q: Find the interest on P6,800 for 3 years at 11% simple interest P2,244 P1,987 O P2,144 P1,875

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Q: lape ey. By app a. the linear error of closure. the correct length and bearing of course CD. The…

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Q: A line between stations P and Q laid on a slope of 1 in 5 was measured as 350 m using a 50 m tape.…

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Q: 9. For the tract 1234, the DPD of line 4-1 is equal to 1001.09 m; the DPD of line 3-4 is 600.99 m,…

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Q: Given: u=20 v=15 w=24.1 For line FG, determine the following: a. y-coordinate of point F, yT b.…

A: Calculate the coordinate of F and G by substituting x coordinate in respective equation Then find…

Q: 14. CONVERTING Bearings to azimuths (reckoned from south): BEARINGS TO AZIMUTHS. Convert the…

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

Curve setting

A curve is a turn that is provided horizontally or vertically in the design of highways, railways, and runways. A curve connects two straight lines that are separated by the deflection angle. It helps to change the direction and alignment of the highways, railway tracks, and runways. Therefore, the gradual change in their alignment is made by using a curve to provide comfort to the passengers and this also provides an easy turn to change the direction of the moving vehicle.