b) Two straight alignment of a road intersect at a chainage (300 + 15). If the length of long chord is (600 + X) m and the radius of simple circular curve introduced is (620 + X) m, find- (i) the tangent distance, (ii) the length of the curve, (iii) the chainages at tangent points (iv) the apex distance (v) the versed sine. Assume the length of the chain is 20 m.

Q: 10. The first digital code was the: a. ASCII code b. Baudot code c. Morse code d. none of the above

A:

Q: Sketch thefollowing figure ,orthographic view ( using catia )  Metion the top view side view and…

A: From figure.......

Q: 6.45 4.5 1 + 020 +2.3 +1.5 +1.0 6.0 6.9 1 + 040 +2.0 +1.2 +2.6

A:

Q: D. SKETCH: (Draw the resulting figure based on the data given on a graphing paper. Vertical axis or…

A: Station BS HI FS IFS Elevation (m) BM -1 1.515 101.515     100 0+000       1.520 99.995…

Q: The following is the bearing and length measurements of an opentraverse A) Determine the latitude…

A: The latitude of the traverse line is extend on the north and south direction and departure of the…

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: Can you explain how did you het Tab = 1160.695N, Tac...., Tad.....? Just go over equations for last…

A:

Q: Line A B C 9. Fill in ONLY the seven (7) grayed blanks in the following form. Dep. Corrected…

A: Solution: Convert to whole circle bearing: Line Bearing Whole circle bearing AB N 57o 34' E 57o…

Q: 0+365 0+370 0+375 0+380 BM2 1.008 0.953 0.880 0.800 0.783 COMPUTATIONS: 1. Computing Height of…

A: The formulas to be used are given in question

Q: Draw the Orthographic Projections (Top View, Front View, Side View) For the Shapes Shown Below,…

A:

Q: 02. Draw a neat sketch (closed traverse) for this note book entry. D 55 40 C24 24 30E B22 10 A

A: Given:- The notebook entry is given  To determine:- Draw a neat sketch for the closed traverse

Q: These are angles whose sum is 360°. complement djacent pplement plement

A: These  are angles whose sum is 360 A) complement B) adjacent C) supplement D) explement

Q: Find the centroid of the shaded area in the attached file Y k3cm Зст 1cm Зст 1cm 7cm

A: Schematic figure of the above problem:

Q: Determine the coordinates of the centroid of the shaded area. y | 25 E 50 60 25 60 70 50. --x 170…

A:

Q: Give the vector in cartesian coordinates that extends from B(4, 20degrees, 10degrees) to W(7,…

A: The given data is shown below: B=4,20 degrees, 10 degreesW=7,120 degrees, 75 degrees

Q: ") FOR THE GIVEN SECTION. (DImensions ore in mm ) a) Determnine the location of neutral as from the…

A:

Q: convert 284.366 decimal angle into degrees, minutes, and second.

A: Givend=284.3661Degree=60'1'=60''so1degree=3600''

Q: Determine the y-coordinate of the centroid of the shaded area. The triangle is equilateral.

A:

Q: Complete the missing data. LINE DISTANCE (meter) BEARING 1-2 2-3 123.4450 S 73.45° E 3-4 140.2336 N…

A:

Q: Determine the y-coordinate of the centroid of the shaded area. 0.37h 54 --x Answer:F =

A: To find y coordinate of centroid

Q: Q21 Determine coordinates of centroid of the shaded arca shown in figure. All dimensions are in (25…

A: Centroid is the center distance from the axis to the given area it gives an idea about the distance…

Q: earson MyLab and Mastering X roblem 9.19…

A:

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: Locate the X–X and Y–Y centroidal axes for the area shown.

A:

Q: Calculate the y-coordinate of the centroid of the shaded area. The triangle is equilateral. 16 35 +…

A:

Q: 9. Using cantilever method, determine the maximum absolute axial force in the column in kN due to…

A: Given data in question  Lateral loading Dimensions  Cantiler method  To find out  Axial forces in…

Q: 20 20 FRONT ELEVATION 60 20 60

A: For given isometric view following are top, front and side views are first angle projection views

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…

A:

Q: Draw the orthographic Projections of given object.

A:

Q: 1 / 2 \text { inch } \times 1 / 4

A: To find:- 1/2*1/4

Q: Note: Replace all zero digits of your ID number by number "2" blem #5: Use X = Last 3 digits of ID…

A: To find tension in all cables

Q: Determine which commands can be used for this drawing. (AUTOCAD COMPLETE VERSION) Select all that…

A:

Q: 5.59 4.60 3 38 2.30 3.96 O+po0 0+010 10 O+020 10 O +C30 O1040 10 10

A:

Q: Determine the y. Measure it from the x-axis. 90 mm 70 mm 60 mm 60 mm 40 mm 120 mm

A: y  from x-axisy =40+2h3y =40+2×603y =40+40y =80 mm

Q: Determine the coordinates of the centroid of the shaded area. 10 40 y X = K15 Answers: y= i 10 |10|…

A:

Q: Draw a 45-DEGREE CAVALIER OBLIQUE DRAWING from the attached orthographic projection. Follow the…

A: In cavalier drawing, each axis is drawn to the true scale.  45 degree oblique drawing, the angle…

Q: Sketch an ISOMETRIC DRAWING from the attached orthographic projection. Follow the assigned…

A:

Q: Determine the location of centroid from x and y-axis.

A: To find centroid

Q: 200 60 50 Top View RIGHT SIDE VIEW Front View 75 25 08

A: Top view and front view is given, we need to find out the size of the circle

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.