Problem no. 1: The difference in elevation between observed points A and B is 47 m and the horizontal distance between them is 73. The difference in elevation between observed points C and D is 27 m and the horizontal distance between them is 38. With transit at Sta. O, additional information was obtained as shown in the table. Assume K=100 and f=0.25 and c=0.25.  Determine the stadia interval at A Determine the stadia in

Q: Based from the Figure 4.2, a vertical angle of +13°45' is read to a target 1.23 m above point B. The…

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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,…

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Q: 80 kN 10 kN/m B 8 m 2 m RA Rc FiFigure P-405

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Q: Problem 1: Using the Double integration method, find the slope at x = 5m and deflection at x = 7.0m…

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Q: 60 k 40 k 12 =4000 in 4 1. 1, 2000 in4 10 ft 10 ft 10

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Q: A dumpy level is set up at one end of a line 120 m long for the purpose of determining the…

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Q: Problem 2 A transit with a stadia interval factor of 100.8 was set up at C with elevation of 548 m.…

A: Tacheometric surveying is used when chains and tapes cannot be used to determine vertical and…

Q: Block C is moving upward at 12 in/s. @AB 5 in. 45° B 4 in. 30°

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Q: 75 mm Problem 3 50 mm For the given cross sectional area, (1) Centroid location measured from bottom…

A: Let’s divide the given section into three different parts:

Q: What is the elevation of point A in the below figure, if you know that the elevation of point B is…

A: Given data  R.L. of point B Staff readings.  Horizontal distance  between two points

Q: Sample Problem : Resolve the 170 lb force of Fig. below into two components, one along AB and the…

A: Given Force vector with 170 lb magnitude Directions of AB and CD   To find Components along Ab and…

Q: Determine the magnitude OF reachions at A(Moment, Ray and Ron ond Ra), and directions 357 N!m 3

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Q: IN THE FIGURE, THE WIDTH OF A RIVER BEING OBSERVED IS 63m. ASSUMING THE TRANSIT BEING USED HAS AN…

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Q: Point P is between points Q and R. The distances of Q and R from point P are 1000 m and 2000 m,…

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Q: Point A is in between points B and C. the distance of B and C are 2000 m and 3000 m, respectively.…

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Q: 6. Why is large reservoir used in single column manometer? a) In order to enhance the change in…

A: option b is correct.

Q: Problem no. 2: The width of a river being observed is 75 m. Assuming the transit being used has an…

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Q: The area of the hollow part within the shaded area is 58.8 m² and the y-coordinate of its centroid…

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Q: Problem 3. For the shaded area below, = ? and y =?). a) Locate the centroid b) Determine the moment…

A: I am solving only first three sub parts as per Bartleby guidelines.

Q: -670 m hi= 1.54 m 34.34 m r= 1.87 m. A

A: It is required to find the elevation of A given the elevation of B is 86.53 m Distance between A and…

Q: What is the elevation of point A in the below figure, if you know that the elevation of point B is…

A: The instrument is at point B Elevation of point B = 92.155 m The height of the instrument, hi = 1.54…

Q: Using Virtual work Method, If A = 1000mm^2, E = 200000MPa. Determine the vertical deflection at…

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Q: The curvature error of 1615.92 m is: Answer: Choose... + The radiant of the angle 152992 54CC is:…

A: (a) It is required to determine the curvature error. eCurvature=0.0785D2 Here eCurvature is the…

Q: LINE LENGTH BEARING AB 256.25 N 36°15' E BC 365.21 S 63°50' E CD 125.21 S 50°05' E DE 221.54 N…

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Q: For the shaded area shown, use a = 18 cm, b = 5 cm, c = 3 cm and d = 17 cm. Determine %3D a. The…

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Q: Using the slope-deflection method, one of the following is a valid equilibrium ?equation for the…

A: Finding out equilibrium equation.

Q: A vertical rectangular plate is submerged half in oil (s = 0.8) and half in %3D water such that its…

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Q: On an inclined plane, the difference in elevation of points A and B is 7 meters. Solve for the…

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Q: PROBLEM 3: A stadia rod held at a distant point B is sighted by an instrument setup at A. The upper…

A: Given: stadia interval factor(K) = 100 stadia constant(C) = 0 lower stadia reading = 0.900m upper…

Q: Determine the tilt of the instrument from the following set of measurements of a two peg test over…

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Q: Sample Problem 2: Find the deflection value and change in slope at point B using double integration…

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Q: Use slope deflection method and constant value EI with E = 200,000 MPa and I = 400 x 106 mm4. What…

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Q: ?What is the elevation of point A in the below figure, if you know that the elevation of point B is…

A: Given Elevation of point B = 92.108 m we have to find elevation of point A

Q: The shaded area has the following properties: Ix = 1.26x10€ mm* ; ly= 6.55x105 mm*; P»= -1.02x10 mm*…

A: Ix'=Ix+Iy2+Ix-Iy2Cos 2θ-Pxy Sin2θ    ...(1)On putting the values in…

Q: FIGURE, THE WIDTH OF A RIVER BEING OBSERVED IS 63m. ASSUMING THE TRANSIT BEING USED HAS AN EXTERNAL…

A: Given  Staff intercept at R = s = 0.8. K = 95 , c= 0 Width of river = 63 m

Q: When DEab or difference in elevation between points A and B is negative, this means

A: difference in elevation of A & B is negative

Q: If the vertical intercept on a vertical staff is observed as 1 m From a tachometer the horizontal…

A: Given data : For anallatic lens :Multiplying constant (K)=100Additive constant (C)=0Staff intercept…

Q: PWhat is the elevation of point A in the below figure, if you know that the elevation of point B is…

A: combined correction =correction due to earth curvature+correction due to refractionC=CC+CRC (in…

Q: The following data shows the difference in elevation between A and B. Find the most probable…

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Q: 3. Determine the weighted mean for the following angles 88° 54'21", wt 3, 88° 54'55", wt 5, 88°…

A: Weighted mean = (x1*w1 +x2*w2 +x3*w3 + x4*w4)/(w1+w2+w3+w4)

Q: Refer to the given table of differential leveling, find the value of A find the value of B (m)…

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Q: The following table represents u the readings taken in a closed adjustment process. It is required…

A: Given:- The elevation of the benchmark = 42.39  The backward and forward sight of various points are…

Q: 1) Complete the missing data and determine the difference in elevation of BM1 and BM2. Show complete…

A: Here  Height of instrument(HI)  = elevation  + Back sight (BS) Elevation = HI - Fore sight (FS)

Q: The following data were obtained by stadia observation: zenith angle = 81° 50', s = 2.50 ft. The…

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Q: The angle of dip at a certain place on Earth is 30o and the magnitude of Earth’s horizontal…

A: The magnetic field depends on the angle dip and the horizontal component of the magnetic field. this…

Q: A transit with an external focusing telescope has a stadia interval factor of 100.8 was set at C on…

A: Given Data,

Q: Determine the moment of inertia about the centroidal x-axis in mm^4.

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Q: 2.1 Compute the error due to curvature and refraction for the following distances: (a) 500 ft (b)…

A: Computing the error due to curvature and reflection for the given distance:- .a 500 ft:- Cc = 0.0206…

Q: Find the ratio (Azimuth point A, OB, OC) (A), from the figure below الزاوية الرأسية = 370 C 3.5 m 25…

A: Note: Azimuth is the whole circle bearing (WCB) which is generally, measured with reference to…

State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.