Q.1. Please calculate the area of cut cross-section using the coordinate method. 759.90 8.53 759.14 0.00 758.51 -7.14 758.49 758 37 758.37 757.87 -6.00 -6.50 0.00 6.00 757.87 6.50

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

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Q: 158.550 5.765 0.345 155.630 1.100 0.465 1.255 154.995 2.095 BM 36 0.130 153.030 0.245 BM 35 154.375

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

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Q: 110 Ø120 All dimensions are in mm. Determine the location of the centroid from the x-axis and…

A: To Determine The location of the centroid from the x-axis and y-axis.

Q: Compute the relative precision. Express your answer as an integer HD] ΑΣΦΗ Τ 1: vec ? Compute the…

A: Answer  We know that Departure is given by Lsinθ  (positive for East and Negative for West) Latitude…

Q: Please calculate the area of cut cross-section using the coordinate method. 759.90 8.53 759.14 0.00…

A: By finding the product of a point's x coordinate times the next point's y coordinate, then…

Q: Construct the topview of this ortographic figure, and the isometric figure

A: Answer We can draw the Top view and Isometric view from the given orthographic figure using the…

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: Determine the coordinate direction angle of FR with y-axis.if FR.=190 N F2 = 110 N FR F = 80 N opo…

A: Given data in question  Resultant force 190 N Angle made with xy plane 45° Angle made by (Fr)xy…

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: SITUATION: A 12 ft x 10 ft footing carries a total load of 300 tons. Standard penetration test was…

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Q: Find the centroid along x- axis of the shaded area. x - axis = _mm. y ゥー 335 | 600 mm 345 243 O 249…

A: The centroid of give section is calculated as below

Q: Find the radius of the

A: Circumscribed of a triangle , radius        = abc4 x ss-as-bs-c where, s=a + b + c2 s = 12 + 15 +…

Q: solve the following exercise: 1- Calculate the original area of the plot (Black border) 2- Calculate…

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Q: Calculate the Minimum X distance on the drawing below: 1.000 C Ø.995-1.000 +0.008MABC X O…

A: Given, Elevation and plan drawing of a section   To find : Minimum value of 'X'

Q: 4. For this oblique triangle, what is the length of side b given the following data: Angle B =…

A: Given: a = 125 ft c = 200 ft Angle B = 38o 15'

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: Determine the coordinates of the centroid of the shaded area.

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Q: How to find the measure of the lines? 60 degrees, 127 to 53 degrees, and 125 degrees.  Area =…

A: A figure in which the area and perimeter arearea = 144.1672 perimeter = 71.8077needs to find the…

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: 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: Determine the coordinate of the centroid (y) for the following section with respect to the given…

A:

Q: Using Centroid by Integration, determine the x- and y-coordinates of the centroid of the shaded…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: 0.35m 0.35 LOS 105m

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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: Consider the line y=-1-5x. What is the slope of a line perpendicular to this line? What is the slope…

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Q: Given: Line A-B B-C C-D D-E E-F F-A Azimuth (from S) 180°30' 226°02¹ 292°22' 347°35' 83°44' 124°51'…

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Q: XI. Area by Simpson's Rule or Trapezoidal Rule Simpson's rule: The given below is a series of…

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Q: 44 45 20 20 630 103 ot F 60° 7.59 10

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Q: Calculate the Minimum X distance on the drawing below: 1.000 O 1.966 O 2.000 .460 C O 2.009 2.000…

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Q: 5/22 Determine the x- and y-coordinates of the centroid of the shaded area. a 1 | y=k₂√x y=k₁x³…

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Q: The following offsets are taken from a chain line to an irregular boundary towards right side of the…

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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: 3. COMPUTE THE MISSING LENGTHS OF TWO SIDES Latitude Departure Line Bearing Distance N (+) S(-) E…

A: The Values in Positive x- Direction are Eastings. -ve X-directions as Westings+ve Y-Direction as…

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…

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Q: EXAMPLE 1: Draw the fallowing Figure using the different methods of ends line coordinates…

A: Line Command in AutoCAD: A line is drawn in AutoCAD by following steps given below. Open the…

Q: where did the highlighted part came from?

A: Given: Measure length of line = 2538.45m  Length of tape = 45 m  Required: To explain the…

Q: The x and y coordinates of a point P is (- 5, 8). Convert this to polar coordinates.

A: Given the rectangular coordinates of a point P as (-5,8) The polar coordinates corresponding to the…

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.