A line intercepts the x-axis at x = 3 and the y-axis at y = 8. What is the equation of the line? 8х — Зу %3D24 8х + 3у %3D 24 | O A. В. -3х +8у %3D9 Зх — 8у%3D9 C. O D.

Q: 45 1b 1. Determine the vector representation of the couple 60° 3 ft shown; A y 1.8 ft B 60° 45 1b

A:

Q: Given: Lines Bearing S 73°21'E S 40°10'E S 26°42'W N 14°20'W N 12°20'E Distances A-B 247.20 B-C…

A: As per company's policies We are supposed to answer only first three part of multiple questions…

Q: There is a table of an observed plane triangle ABC but some parts are missing. Please fill up the…

A: Given- |Angle| Observed Angle| Weight|  A 58°07°04" 4 B 61°16'55” 3 C 60°41'39” 2 we  have to find…

Q: ст ג'Tיוידי 61 Value: mm Value: cm 1 2 3 4 5 6 7 8 9 10

A: The main scale reading = 5.4mm Coinciding vernier division, (CVD) = 1Least count = 0.01mmThe vernier…

Q: Locate the X-X and Y-Y centroidal axes for the area shown - Solve useing chart

A: Locate the X-X and Y-Y centroidal axes for the area shown above the question.Solve using a chart -

Q: Calculate the angle, & by using equati on of motion in y direction. 1 y = y, +v t –: 150 150 0…

A:

Q: 102.803 13 13 25 35 944618 C 55.167 128 Vor 1201344 1044933

A: Given DataAH=44.258AB=102.803BC=55.167

Q: OCC A B C D DISTANCE (m) ? 150.932 ? 209.613 E F 134.912 F A 110.147 Sketch the data above and solve…

A: first convert the bearing in WCB

Q: a) top most, lef tmost FIND: b) botton-most, right-most 3cm 0.5 r= 1.25 y 125 } 05 Vb cm 1.5 3 I 1.5…

A:

Q: 3) Compute the coordinates of the area centroid with respect to the given axes. a b 3 m 1m d- 6 m…

A: To find out the centroid of the section from X Axis and Y Axis.

Q: Find fyæy. f (x, y) = æ°y" – 7x®y +x f yzy ||

A:

Q: + Compute for the unknown Line AB BC CD DE EA LINE AB BC CD DE EA Distance 300 400 250 350 277.96…

A:

Q: PROBLEM 4: Given: b = 300mm, d = 450mm, As' = 2D25mm, d' = 65mm, fc' = 28MPA, a 415MPA. Solve for o…

A:

Q: From the following measured interior angles of a five sided figure: Station Values of Angles ( No.…

A: To find :

Q: Find the interior angle Bat point 2inside the basel ne of polnts 12 and 3. Please do not write any…

A: given, point x y 1 2420.25 1512.48 2 2221.24 1550.79 3 2526.97 1570.24

Q: Determine the coordinates of the centroid of the shaded area. y 30 60 75 30 75 90 65. --x 205…

A: Dividing the above figure into parts.

Q: The relevant cross-sectional details of a compound beam comprising a symmetric l-section and a…

A:

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…

A:

Q: 1. On the sketch provided, use open compass traverse and adjust the observed directions and tabulate…

A: 1. The forward bearing of the line CD is S33°15É. The backward bearing of the line CD is N33°15W.…

Q: Observed Bearings Length (m) Computed Internal Adjusted Values Line Forward Вack Sta Cor Interior…

A:

Q: Line kength bearing Loti tud e Perarure AB to G4. 32 S 75'48'€ -165.9913 (D51. 1890 bc 1590.91 S 15…

A:

Q: how far is the center of the circle x^2+y^2-6x-8y-11=0 from the y axis asap pls

A: Express the equation in the general form. Then compare to find its center

Q: Determine the y-coordinate of the centroid of the shaded area. h 0.37h 70° Answer: y = i y I I / 70°…

A:

Q: Find the interior angle B at point 2 inside the baseline of points 1,2 and 3. Please do not write…

A: Given, point y x 1 1512.48 2420.25 2 1550.79 2221.24 3 1570.24 2526.97

Q: LINE BEARING DISTANCE LATITUDE DEPARTURE DEG MIN N (+) S (-) Е (+) w (-) 1-2 S 33 29 w 42.63 35.555…

A: Finding out distance of 3-4 and 4-5 lines.

Q: For point of contraflexural, 40090300=200×x90300 x=2 m θA=0 (fixed support) θDA=θD-θA=θD=Area of…

A: Given, x = 2  ∆D = 3(1 - Cos θD)

Q: Determine the coordinates of the centroid of the shaded area. y 30 60 -75 30 70 80 60 ---x 210…

A: To find the centroid of shaded area-

Q: F 31 ° 58 ° X(+) B=(3.3,0,0) m y(+) Z(+)

A: Given:- A coordinate system is given The coordinates of point B = (3.3,0,0) m  Point A lies on the…

Q: Draw in and label the 150 m contour line. 112 152 108 130 162 122 140 170 132 155 162 140

A: Contour lines are the lines joining the points of equal elevation ..

Q: Assume contour interval of 5 m, draw the contour lines based on the given elevations of the points…

A: Contour is drawn below with 5m interval

Q: Determine the y-coordinate of the centroid of the shaded area. T h 0.35h Answer: y = y 68 68° tel x…

A: Given A shaded area Required  Y-coordinate of the area

Q: Please enlighten me on how did they get those values that I encircled. Thank you very much! I'll…

A: The encircled value of 91.8 kN has come from the concentrated load 34 kN at point B.

Q: 2788.91509^(1.336898)

A: 2788.91509^(1.336898) = 40382.71846

Q: FB AB = S 78° 17' E BB AB = N 79° 56' W FB BC = S 8° 34'E BB BC = N 7° 07' W FB CD = S 37° 17' W вв…

A:

Q: 5(y")² + 10(y')³ = 3x -y d²y dt² y"" +3y' +2y=x² 8²v ἂν = +1 ay² ax d²y dx² +(5t + 1)² = 0 DEPENDENT…

A: Whenever we differentiate a variable with respect to another variable, the variable which gets…

Q: STA BS HI FS IFS ELEV BM25 5.3650 259.5108 254.1458 0+ 000 2.3225 257.1883 2+ 000 1.3256 258.1852 4…

A: Given profile levelling Height of instrument = elevation+ BS Elevation = HI - FS/IS

Q: 5. The four-sided, closed figure below has the following interior angles and distances AB Bearing N…

A: Knowing the main points like distances and angles between points and contours helps engineers decide…

Q: LINE AB BC CD DE EA STA A B C D E STA A B C D E DIST. 48.96 28.63 39.53 33.28 39.18 ADJUSTED FORWARD…

A:

Q: Problem Solving: 1. From the given frame shown it is supported by a hinged at A and a roller at C.…

A:

Q: Problem 4: Locate the centroid x of the area. y 4 m 1 ! y = 4 16 -8 m-

A:

Q: From the information shown in the following table, find the magnitude of the local attraction line…

A: in the close polygon the part point will be meet with the first point so their is the side FG must…

Q: Knowing that the distance h has been selected to maximize the distance y from line BB' to the…

A:

Q: -100 80 9, A3 - 200 1. What is the value of ybar from the 1-1 line 52.69 2. What is the value of…

A:

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.