how do you solve the arithmetic check of STADIA LEVELING? pls show
Q: From the following traverse notes, determine the linear error of closure LINE BEARING LENGTH 1-2 N…
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Q: Find: a) the stadia interval for station L b) The horizontal distance between the instrument and…
A: Given Height of Instrument = 1.57 m Elevation of J = 326.3 m Stadia constant, C = 0.31 K = 99.3
Q: Compute the horizontal distance between A and B, If know the slope distance 859.074 m and Elevations…
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Q: A closed traverse has the following data in the table. Use transit rule in balancing the traverse.…
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Q: List down the common mistakes generally made in leveling?
A: leveling is measure the vertical distance between 2 point even the points are situated on above or…
Q: The distance between points A and B was determined by stadia survey using a leveling The stadia…
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Q: The sketch below describes a field work for levelling project using the level instrument, the…
A: Given data Fore sight Intermediate sighta Back sights R.L.
Q: From the given data of a closed traverse. Lines Bearing N 15 18' E S 85°46' E S 18°30' W Distances…
A: Lattitude and Departure signs : N-E : Both positive S-E : Lattitude negative , Departure positive…
Q: Determine the elevation of the points using Collimation method. 3.116 2.225 3.035 1.822 A Ele.…
A: Let us estimate the Elevations in step 2.
Q: Calculate the following: a. Bearing AB b. Deflection angle CB c. Azimuth from the north of DE
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Q: If the distance between P and Q is 1000m and RL of P =100.105 m, then(i) find RL of Q (ii) error in…
A: Find difference in elevation and then error.
Q: SAMPLE PROBLEM: From the open compass traverse shown, if the forward bearing of line AB is N 75°30'…
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Q: A triangular piece of land ABC (clockwise) has the following directions in azimuth fom South. AB =…
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Q: What are the sources of error in leveling?
A: Levelling : Levelling is a process of determining the height of one level relative to another. It…
Q: Using the given data from the close traverse shown: POINTS BEARING DISTANCES АВ N 30° E 73.2 m ВС S…
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Q: The observed magnetic bearings of a closed compass traverse are as follows: Line Observed Bearing…
A: a. Compute the mis-closure of the traverse in degrees. b. Compute the adjusted interior angle at…
Q: Compute the slope at point C.
A: Use moment area method
Q: Given the data of an open traverse below, convert it into figure and determine its corresponding…
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Q: 1- Complete the set of differential leveling using Rise and Fall Method, notes in Table and perform…
A: Rise and fall method and every point is a change point because at every point there is change of…
Q: (2) jlubäi Change points in levelling are The instrument stations that are changed from one position…
A: Change point is also called as Turning point.
Q: From the given data of a three wire leveling as shown in the tabulation: Stadia Stadia Elevation…
A: We will calculate the required by using the data given in the table
Q: Given the data of an open traverse below, convert it into figure and determine its corresponding…
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Q: SAMPLE PROBLEM: From the open compass traverse shown, if the forward bearing of line AB is N 75°30'…
A: Given data: AB bearing=N 75o30' E
Q: Fill in the necessary answers to determine the collimation error of a levelling instrument: B to E =…
A: Given:- L=65000 To Find:- error
Q: nstructions: Solve the following problems completely using Virtual Work Method. 15 kN/m Problem 2…
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Q: 3- How is the parabolic velocity profile generated? Explain.
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Q: From the given data of a losed traverse. Distances (m) Bearing N 15°18' E S 85°46' E Lines АВ 368.76…
A: We have to determine the value of bearing of BC and bearing of CD and bearing DA as per the given…
Q: Using a table, provide and differentiate at least three (3) advantages and three (3) disadvantages…
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Q: Station Adjusted Bearings Measured Length(ft) A S107°40'23"E 217 B N88°40'23" 175.2 E S87°45'59"W…
A: Traversing is a type of survey in which a number of connected survey lines as well as their…
Q: Explain various types of natural errors of leveling?
A: Leveling is really the method of surveying that has been primarily used to determine the relative…
Q: АВ 33.48 N 73°23' E BC 8.11 S 39°30' E CD 39.42 S 43°40' W DE 7.08 N 39°50' W EA 22.02 N 17°33' W
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Q: SAMPLE PROBLEM: From the open compass traverse shown, if the forward bearing of line AB is N 75°30'…
A: Given data in question Forward bearing of AB Angle Back bearing of CD To find out Tabulate the…
Q: Using compass rule of balancing the traverse with the following given field observations: Length L…
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Q: given the following traverse sketch. determine the deflection angles for each traverse and tabulate…
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Q: Q1) How to determine the error of your leveling instruments? explain and draw..
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Q: Based on the following leveling notes, find the elevation of Sta 5 in meters. Station BS FS Elev.…
A: Difference between sum of backsight reading and foresight reading gives the difference between Last…
Q: Find upto what vertical angle in stadia work, a sloping distance may be assumed to be horizontal so…
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Q: What is reciprocal leveling?
A: Leveling:- Levelling is a technique for determining the relative altitude of a point on the earth's…
Q: prove the formula of the combined correction for earths curvature and refraction Hcr = 0.0675 D^2…
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Q: 3. PROBLEM #3 Convert the following bearings to azimuth from north. a) N 27'50'05* E b) S 38'12'44"…
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Q: Using the deflection angles shown, calculate North azimuths and Bearings of the lines. Show your…
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Q: The distance between points A and B was determined by stadia survey using a leveling instrument. The…
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Q: Difference between Leveling and sounding
A: Surveying- It is defined as the art of determining relative points above, below, or near the earth's…
Q: Station Adjusted Bearings Measured Length(ft) A s107°40'23"E 217 N88°40'23" 175.2 E S87°45'59"W 236…
A: Traverse bearing : The lengths and bearings of the lines (or sides) that enclose a region determine…
Q: Given the data of an open traverse below, convert it into figure and determine its corresponding…
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Q: A line PQ is prolonged to point R by double centering. Two foresight points R′ and R″ are set. What…
A: Given:- The lengths are 312.600 m and 42 mm To find:- angular error
Q: 2. Given the following data of a closed traverse. LINE BEARING DISTANCE АВ N 38°29' E 33.00 BC S…
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how do you solve the arithmetic check of STADIA LEVELING? pls show
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- Given the three-wire leveling note below, find the elevation of BM2 and perform the customary arithmetic check. Sta BM1 TP1 TP2 TP3 BM2 Hair Rgds 1.152 0.935 0.718 1.713 1.440 1.167 2.784 2.350 1.916 0.913 0.730 0.547 Backsight Mean Rgds (#1) (#4) (#7) S (#2) HI (#3) Hair Rgds Foresight Mean Rgds S 1.177 0.899 0.621 1.905 1.537 1.169 1.450 1.177 0.904 2.210 1.714 (#8) (#9) 1.218 (#5) Elev 450.545 (#6) (# 10)Compute and illustrate the cross-sectional area. (Use trapezoidal rule) 2. Given the chainage data list, solve and illustrate the cross-sectional area. Use simpson's rule. Chainage (m) Offset (m) 20 40 60 80 100 120 140 160 180 5.49 9.14 8.53 10.67 12.50 9.75 4.57 1.83 « Previous Next 8:57 prm search 30°C a ENG 23/09/20 ASolve the problem using reciprocal leveling. Tabulation the data from the sketch and problem. Make a final table.
- Problem #1: Leveling in a loop Leveling is performed to determine elevations on the ground and heights of instruments at each setup. Data is provided in the table below. FS Station J TP1 TP2 TP3 K TP4 TP5 J BS A 5.18 2.91 7.39 E 4.22 5.32 HI 319.83 322.87 322.1 D 322.93 F 320.33 315.36 Determine the following: 2.14 с 6.04 4.27 5.96 6.18 4.97 ELEV 315.76 B 319.19 316.06 319.18 316.97 315.01 G a. The unknown values A, B, C, D, E, F, and G in the table. b. Perform a math check. c. If the starting and ending elevations at point J are not the same, adjust the elevations.Reciprocal levelling was conducted across a wide river to determine the difference in level of points A and B, A situated on one bank of the river and B situated on the other. The following results on the staff held vertically at A and B from level stations 1 and 2, respectively, were obtained. The level station 1 was near to A and station 2 was near to B. Level at Reading on A B 1 1.485 1.725 2 1.190 1.415 (a) If the reduced level of B is 55.18 m above the datum, what is the reduced level of A? (b) Assuming that the atmospheric conditions remain unchanged during the two sets of the observations, calculate (i) the combined curvature and refraction correction if the distance AB is 315 mC. Stadia Formula: D. D = (f/i)s + (f+c) Percentage Error: % Error Length Width observed value - actual value x 100 actual value COMPUTATIONS: SKETCH: Stadia Intercept 0.29 m 0.15 m Horizontal Distance Stadia Method Distance Tape Method Distance 28.8 m 15.08 m (Show computations on the computed horizontal distance using stadia formula and the percentage of error.) % Error (Draw a top view of a basketball court based on the data (taped distance) given data and don't forget to label its dimensions.)
- 1. Complete the differential leveling notes shown in Table 1 and perform the arithmetic check. Show sample calculations of your work. Then draw a neat profile view sketch showing the ground elevations of all of the stations and the various locations of the level and level rod. Station BM 3 TP 1 TP 2 TP 3 BM 3 BS (m) 1.613 1.425 1.307 1.340 Table 1 HI (m) FS (m) 1.927 1.710 1.273 0.780 Elevation (m) 133.005Direction: Show all pertinent solution and box your final answer. 1. Measurement of three horizontal angles (see accompanying figure) about a point P are: APB = 120 31' 50", BPC = 370 29' 20" and CPD = 470 36' 30".If the measurement of the single angle APD is 970 37' 00", determine the most probable values of the angles. D в AQ#1: A profile levelling is carried out and consecutive readings were observed on staff rod along a chain line at common interval of 10 meter which are listed below in table. First reading is taken on bench mark of 105.615 meter reduce level. Station Points Chainage (m) Staff Readings (m) Remarks BS IS FS 1 00 3.005 BM 2 10 2.285 3 20 1.560 4 30 1.785 5 40 2.105 6 50 2.875 3.105 CP 1 X 53.35 3.465 7 60 3.955 8 70 3.120 9 80 3.015 10 90 2.580 11 100 1.955 CP 2 Determine the reduce levels of all points using both line of collimation and rise and fall method. (Present your answer in table form).
- please help with solving. student no is 128425Elementary Surveying Instruction: Please show complete solutions for credit. Problem: a. If line DF is the closing line, find its length. b. Find the bearing of the closing line DF, rounded to the nearest minute. c. Find the bearing of course EF. d. Find the length of DE, rounded to the nearest tenth of a meter.Title: Virtual Work Method Instructions: Solve the following problems completely using Virtual Work Method. Problem 1 Given: 150 kN Hinge E,=E,= 210 GPa 35 kN/m 2 = 1200 x 106 mm4 Determine the slope and deflection at point D A 1 = 1600 x 106 mm4 B 5 m 2.5 m 2.5 m В Technolagy Drven by (nnovation PEU TRCH PEIALABANG PEUDLPAN