Compute the relative precision. Express your answer as an integer HD] ΑΣΦΗ Τ 1: vec ? Compute the preliminary coordinates in feet if X₁ =12500 and Y₁ = 10500. Express your answers in feet to two decimal places separated by commas VAΣ vec XB. YB. Xc. Yc. XD. Yp= ? ft

Q: Substitute: D=72, F=2060 Determine the friction between the block and the plane in the figure and P…

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Q: Given in the accompanying tabulated are adjusted latitude and adjusted departures of a parcel of…

A: A bearing is generally a clockwise or counterclockwise angle fixed between the north or south…

Q: correction Station Station Distance (m) 11.55 Adjusted interior angle 103°22'| 102°57' | 103° 9'…

A: From the table given in problem, the summation of mean observed interior angle is: ∑=541°36' Also…

Q: - best submission for each question part is used for your score. [-/5 Points] DETAILS LARCALC11M…

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Q: ht of material in in situ sta nt of material submerge ir sity 0.4DD %3D naterialhas a diameter of

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Q: DD dd dd=15 10 0 XXX=500 YYY=3090 BB bb bb=99 0 0 north=3180.000 east=3180.000 AA=0.3 SS=80

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Q: For the following notes, the base is 24 ft. C6.4 43.6 12 + 90 12 + 30 C3.1 30.4 C3.6 0 C4.9 0 C5.7…

A: Base, b = 24 ft12+90C6.4C3.6C5.743.6040.812+30C3.1C4.9C4.330.4035.2

Q: dy Find using logarithmic differentiation if y = %3D dx Va²+4

A: To determine the value of dydx for given function using logarithmic differentiation.   Given:…

Q: Completely fill up the missing data ((marked with "X") and apply arithmetical check STA BMa 0+00…

A: Given: Station BS HI FS IFS Elevation (m) BMa 0.987       120.895 0+00       1.243   0+10…

Q: For the cross section shown below, with dimen- sions given in in., determine the moments of inertia…

A: since ,it is symmetrical about y-axis.therefore,x¯=0 from the figure,position of centroid of the…

Q: 3. Transform graphically the figure into one wherein the sides with unknown quantities are made…

A: Data given: Line Bearing Length AB S86°35’W 607.66m BC S31°35’W 301.08m…

Q: Sieve size Weight retained Percent Retained Cumulative Percent Passing percent retained 4.75 mm 20 +…

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Q: Example 3: The plan of plot was prepared by taking measurement with a 30 m chain. The area of plot…

A: ###Calculation of true area of plot in surveying###

Q: 4. The exterior angles of a traverse were measured using a theodolite and the readings are given…

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Q: Given in the accompanying tabulation are the adjusted latitudes and adjusted departures of a parcel…

A: Find bearing of dividing line FC  Area of CDEF

Q: A rectangular beam has b = 310 mm and d = 460 mm. The beam will be designed to carry a service dead…

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Q: Compute the unadjusted departures.

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

Q: 2.335 1.784 2.073 2.012 2.348 2.530 2.591 2.165 1.890 108.513

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Q: B) Determine the order and degree of the following differential equation 1) y' + x?y = xe* 2) y" +…

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Q: SOLVE STEP BY STEP IN DIGITAL FORMAT Apply Castigliano's 2nd theorem Ay ETTET + 2m +3m Ⓒ dyc P =…

A: The over hanging beam is given asEI = ConstantTo find:-Deflection at CConcept:-By using…

Q: What reduction factor are we going to use if p > Pb a. 0.9 b. 0.65 C. 0.45 d. Ø= 0.65 +0.25 Ey - Et…

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Q: Prepare and complete profile level notes, show the customary arithmetic check and plot the…

A: Prepare and complete profile level notes, show the customary arithmetic check and plot the profile

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…

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Q: 2. Complete the profile level notes shown below, perform the customary arithmetic check, provide a…

A: Leveling is the process in which we measure the levels of the various point of field in a linear or…

Q: Polygon ABCDE is shown. 8 14 B D 4. A -2 8. What is the exact perimeter of ABCDE? 9. What is the…

A: Finding out perimeter and area.

Q: Area Calculation Given the following coordinate values, compute the area in square feet. N1 =…

A: Given, Coordinate values To determine, Area of traverse

Q: 51. If f(x)= x(2), then f'(x) is equal to a. 2* (In x + 1) b. 2 (2 ln x + 1) Situation 52-54 I Two…

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Q: The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates…

A: Note:-  As per our policy we can solve only first 3 subparts of any questions in case of multiple…

Q: for the following ODE near x 3x²y" - xy + y = 0

A: Given:- x=0 3x2y"-xy'+y=0 To find:- y(x)

Q: Calculate the end area of the given cross section (using sum of areas method Use a base line of…

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Q: Analyze the following beam to determine the member end moments and reactions with 1 inches…

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Q: For determining the centroid of the area, two square segments are considered: square ABCD and square…

A: centroid of a square is at the center of square.

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.