.5 Prepare a set of profile leveling notes for the survey in Figure 2-34. In addition to comput- ing all elevations, show the arithmetic check and the resulting error in closure. 5.11 3.98 1.20 1.80 TP 2 Known Elevation is 402.78 4.30 2.01 4.72 BM 61 Elevation = 396.74 - SL +1 - 0S +L - 0S +0 00 +0 poH

Q: Q3- The computed elevations were as in Points Distance from point (1) m Computed elev. Given elev.…

A:

Q: 1. Prepare a set of profile leveling notes for the survey in Figure 1. In addition to computing all…

A: A profile leveling survey figure given belowNeed to findPrepare a set of profile leveling notes for…

Q: Define survey . Type of survey on basis on earth curvature

A: Survey is the art of determining relative position of point on above or beneath the surface of earth…

Q: Q.3. A levelling table is given below. a) Calculate the elevations of every station given in the…

A:

Q: 5. DATA AND RESULTS 5.1. Profile Leveling BS STA (m) 1.28 BM1 0+000 0+010 0+020 0+030 0+040 0+050…

A: Given, To determine, Remaining of the elevations

Q: Do the following; Show the figure/plot of the given survey result Compute the area (Answer only)…

A: We will draw the plot by the help of line bearing and distance as given in the question.

Q: Ex: The readings for cross sectional levelling at stations (0+00) and ( 1+00) are shown in the table…

A: Solution:- Given data:- Road width = 8 m Side slope = (1V:2H) The grade line level = 22 m   To…

Q: Course Distance Bearing N 60° E S 50° E S 150 W N 76° W N 100 W 20m 1-2 2-3 25m 3-4 35m 4-5 25m 5-1…

A: To adjust length and bearing of course first we need to adjust the latitude and departures. For this…

Q: Show full solutions. Surveying.

A:

Q: Find the elevation of all the stations, determine the misclosure, and adjust the elevations in the…

A: Bench Mark : Bench Mark is a point of reference that is used as the basis for measuring the…

Q: SITUATION. A closed traverse survey data is shown below. TOTT Course AB Distance Departure +950…

A:

Q: DATA AND RESULTS LINE AB BC CD PE EA OBS. DIST. 14.90m 15 m 15.52m 12.56m 13.84 m OBS BEARING N 43°…

A: To Determine :- The total area of the traverse using Double Meridian Distance (DMD) method.

Q: below, ethod. Line Latitude Departure 1 357.67 33.97 2 -141.90 13.83 3 -548.10 4.17 4 -44.90 -25.17

A: Line Latitude Departure 1 357.67 33.97 2 -141.90 13.83 3 -548.10 4.17 4 -44.90 -25.17 5…

Q: From the field notes of a closed traverse shown below, Lines Bearing Distances AB N 53 27' 0"E 59.82…

A: Given: Lines Bearing Distances AB N53o27'0"E 59.82 BC S66o54'0"E 70.38 CD S29o8'0"W 76.62…

Q: LINE LENGTH (m) AZIMUTH FROM NORTH AB 233.10 122°30' ВС 242.05 85°15' CD 191.50 20°00' DE unknown…

A:

Q: 9. COMPASS the observed and calculated data for two different transit- tape surveys: RULE. Given in…

A: *Multiple questions*   As per our guidelines we are supposed to answer?️ only one question. I have…

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

A: CourseLengthBearingAB403.73N 8o17'02"EBC622.63N 87o02'05"ECD653.16S14o47'06"WDA550.84N 68o43'20"W

Q: Compute the elevations of BM2? STATION BM 1 TP 1 TP 2 TP 3 TP 4 BM 2 BS 2.71 3.62 3.51 3.17 1.47 HI…

A: Given,

Q: the following offsets are taken from a survey line to a curves boundary line, and the first and the…

A:

Q: PREPARE A PROFILE LEVELING NOTES FOR THE SURVEY ILLUSTRATED BELOW 4.66 3.98 1.20 5.11 1.80 4.42 4.30…

A:

Q: Solve the area of the lot from the given data shown by triangle method. Course Observed Data…

A: Course Lattitude Departure Double meridian Distance Double Area (DA) AB -497.28 -56.66 -56.66…

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

A:

Q: Q2/ Find the elevations along the survey line OM by using the rise and fall method , the readings…

A: Since the question number to be solved is not stated, the solution for Question Q2 is as follows:…

Q: The following Face Left and Face Right Readings are recorded for a traverse angle C: FL(A)= 00°…

A:

Q: Complete the table for the adjustment of traverse using Transit Rule Adjustment COURSE DISTANCE…

A:

Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.