75mm Y 25 mm 150 mm 25 mm 25 mm 125 mm

Q: Sign 700 mm = 300 mm

A:

Q: y 130 mm 30 mm 30 mm -40 mm 40 mm-

A:

Q: y 120 mm 160 mm 60 mm 80 mm 140 mm 100 mm

A: Finding out centroid.

Q: es 50 mm 60 mm 150 mm Fig 2 250 mm 30mm 30 mm

A:

Q: A man 32 years old has a son 7 years old. In how many years will the father be twice as old as his…

A: Given data:A man 32 years old Son 7 years oldHow many years will the father be twice as old as his…

Q: 44.29 mm 20 mm C.G. 260 mm 84.29 mm 20 mm 180 mm

A: Product Moment of Inertia: It is the sum of Moment of inertia of the body which divided into number…

Q: 2. Convert the following decimal degrees to Degree Minute Second (DMS) Format:

A: 1 Degree = 60  min 1 min = 60 sec 251.48° = 251 degree + 0.48 degree= 251 degree + 0.48 ×60 minutes=…

Q: 16m 8m 60° 126m 120m 20m 64m 16m

A:

Q: y 200 mm 300 mm → 125 mm 125 mm 60 mm 150 mm

A:

Q: 450 mm 300 mm r= 200mm 75 mm **Units in mm 300 mm 150mm 75 mm 50 150 50

A:

Q: 94.40mm 16.50mm 348.00mm 36.40mm 16.50mm

A:

Q: PLEASE INPUT THE LAST 4 DIGITS OF YOUR STUDENT NUMBER HERE 7 3 4 3 L, 600 mm %3D h, 65 mm L2 170 mm…

A: To Determine Distance of Centroid from x-axis.

Q: 47 mm 47 mm Semiellipse 26 mm 70 mm

A:

Q: 23mm R2 166.5mm 28° 34° 235mm 175mm 250mm R1 R3 125mm

A:

Q: 09 u 7.50 m X

A: Given a slab section, It is required to design the panel marked by X

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 moment of inertia around the horizontal neutral axis of the section. Use A as…

A:

Q: 13. Please calculate the distance in meters of the following stadia images with a k=100. The scale…

A: please look into the solution provided.

Q: 60 mm 30 mm 30 mm 45 mm

A:

Q: For the H - section shown, Find the value of h so that Ix = Iy. %3D 20mm 100mm 20mm h = ? 20mm 140mm

A: Moment of Inertia of Rectangle about C.G =bd312From Parallel Axis Theorem :Im=IG+Ax2Where Im= Moment…

Q: 75 mm 25 mm G0 mm 25 mm 25 mm 125 mm

A: solution  consider the  the axis left to y axis as negative and right side of y axis as positive

Q: 120 mm 0mm II 20 mm 300mm

A: In mathematics and physics, the centroid or geometric center of a plane figure is the arithmetic…

Q: 93 50 1095.30m 570.22m 09 220°15 $ 80 30 E 1250.05 m 603.70 m 498.36m Unknown Distance Unknown…

A: In a closed traverse  Summation of Latitudes and summation of Departures should be zero..   F.B next…

Q: Parabola 200 mm 240 mm 240 mm

A:

Q: 200 mm 25 mm 200mm 25 mm 100 mm

A:

Q: 250mm 100mm 100 mm B (50 mm 120 mm FRONT VIEW 150 man 100 mm 200 m TOP VIEW

A:

Q: 3 30 300 Ib 722 Ib

A: Compute the resultant of the three forces shown. Locate its intersection with the X and Y axes

Q: 14000 mm 3000 mm 8000 mm 3000 mrm 12000 mm ww 0009

A: Given:- The radius of the semicircle = 3000 mm The thickness of the wall = 500 mm  To determine:- a)…

Q: 3000mm N 3000m D 3000m A G 200N 200AN 200N 200N 2500mm 2500mm 2500mm 2500mm 2500mm 2500mm 2500mm…

A: Given data in question  Point load  Span member length  To find out  Reactions    Note It is an…

Q: 20 mm 75 mm 10 mm 37.5 mm 37.5 mm

A:

Q: y 75 mm 25 mm 150 mm 25 mm 25 mm 125 mm

A:

Q: Figure, 50mm 50mm 50mm 50mm 250mm N.A C.g 100mm 93 100mm 100mm

A:

Q: 90 80 70 703 E.60 E50 40 E 40 30 E20 10 ) simple vertical staff gauge.

A: A staff gauge is used to measure water surface elevation or any another surface elevation.

Q: 630mm 25mm 380mm 25mm 25mm 315mm.

A: Solution:-  Area of section,  A=A1+A2  =630×25+2×355×25   =33500 mm2 Depth from top, y2×25=A2…

Q: 125 mm. 200 mm 30 mm 25 mm V 250 mm B 30 mm

A:

Q: 10 m 200N 10ON ZB 10 m 85.88 12.74 42.94 20.86 25.48

A: Data Given: Tension in the cable = 200 N Asked: The value of angle B

Q: 125 200 125 150 480 4#32 bars 70

A: Solution:- Cracking moment, Mcr =fcr×Igyt        modulus of rupture,  fcr = 7.5fc = 7.525      =…

Q: Find the coordinates of centroid for the shaded area in fig 1. Hote: All dimensions are in meter.…

A:

Q: What is the correction (due to earth’s curvature and atmospheric refraction) if the distance between…

A: d=1895.37m d=1.89527km To find combined correction due to refraction and curvature

Q: The photo coordinates at the bottom of a light pole are (80.54, 40.12) mm. The photo coordinates at…

A:

Q: Determine the centroid x-coordinate for the area shown below with respect to the given axis. Given a…

A:

Q: 250mm 60mm 60mm 700mm 90mm 4m

A:

Q: 240 mm 30 mm y 16 mm 350 mm 90 mm K

A:

Q: 360mm 32 mm 691 mm 755 mm 32 mm 19 mm

A:

Q: Given that scale of photograph is 50 m 1 cm Size of photograph = 18 cm x 18 cm Longitudinal overlap…

A: Given data,

Q: Calculate the y-coordinate of the centroid of the shaded area. The triangle is equílateral. 25 50 94…

A:

Q: 20.00 mm mm 16.00 mm 20.00 mm 30.00 mm 40.00 mm 16.00 mm 30.00 mm 50.00 mm FRONT SIGHT

A:

Q: 120 mm 20 mm 150 mm Yo 20 mm

A:

Q: 150 mm 75 mm 50 mm 100 mm 60 mm

A: Area of rectangle 1 = 150*150 = 22500mm2 Area of triangle=12*b*h=12*75*100=3750mm2 Area of…

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.