INSTRUMENT STAFF AT ZENITH ANGLE STAFF READING AT STATION Upper Middle Lower 1 96°55' 1.388 0.899 0.409 A. 2 122°18' 1.665 1.350 1.032

Q: The two-peg test is used to determine if the line of sight of the telescope is parallel to the axis…

A: The given data is:   ROD READING Instrument at M Instrument at P POINT A a=1.969 m c=1.554 m…

Q: If the instrument is set up on the T.C. and oriented with 0°00'00" to the P.I., the deflection angle…

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Q: Q.2 Reciprocal leveling was conducted across a wide river to determine the difference in level of…

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Q: The vertical angle to the top of the New CSU Library Building ("point B") is observed by a BSGE…

A: Solution given in next step

Q: ROD HAIR READINGS POSITION UPPER MIDDLE LOWER Rod held at A 1.327m 1.171m 1.011m Rod held at B…

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Q: From the given data of a differential leveling as shown in the tabulation: Sta B.S. (m) FS (m) Elev…

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Q: The following data were taken from the peg method of adjustment. Instrument at 1 Instrument at 2 Rod…

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Q: 1. A backsight of 3.055 m is taken on a point 75 m from a level station and a foresight of 1.258 m…

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Q: 3 A tacheometer was set up at B.M and the following observations were made with a 10 leveling staff…

A: Given The above table we have to find horizontal distance between A and B reduced level of A and B…

Q: 1) 2 points B &C were observed from point A where the instrument was set up at a height of 1.25m.…

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Q: Date Monitored: April 24, 2021 Total Station. Vertical Angle Reflector HI=1.375/ Slope Distance…

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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: Upper stadia hair reading = 1.745m Rod reading = 1.495m Lower stadia hair reading = 1.245m…

A: Answer: Elevation of instrument station =475.345m

Q: Stadia observation yielded the following results: vertical angle, +13°20': top stadia hair reading,…

A: Using tacheometer formulafor horizontal distanceD=kscos2θ+Ccosθfor vertical…

Q: Q.2 Reciprocal leveling was conducted across a wide river to determine the difference in level of…

A: Calculate the difference between the station A and B:…

Q: 3-) Complete the set of differential leveling using Collimation Method, notes in Table and perform…

A: Taking elevation of BM1 = 110m that is given in question

Q: In a two-peg test of a dumpy level, the following observations were taken. Rod Reading Instrument at…

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Q: A tacheometer was setup at station P and observations were taken on a staff held at Q and R.…

A: Given data,

Q: A tachometric surveying was conducte inaccessible points, where it was found that the multiplying…

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Q: Find out the deflection angles from the following observations Lines AB BC Bearing N 42° 20' E N 30°…

A: Given data  Angle at A for line AB (θAB) =N42°20'E Angle at B for line BC (θBC)  = N30°00'E  Find…

Q: From an instrument station a backsight was made on a turning point and the following data were…

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Q: 2 points B & C were observed from point A where the instrument was set up at a height of 1.25m.…

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Q: Example 14.1 The stadia readings with sight horizontal taken on a vertical staff 60 m away from 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: The following tacheometric observations were made from Station A to Station 1 and 2. INSTRUMENT…

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Q: Fy=20.00 B Fx=10.08 3.0 m A D 4.0 m 3.0 m

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Q: The following tacheometric observations were thade on two points P and Q from station A. Staff at…

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Q: The two—peg test is used to determine if the line of sight of the telescope is parallel to the axis…

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Q: Distance between the two points Pand Q was required to be determined from tacheometer fitted with an…

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Q: The table below shows data collected along a north-south gravity profile. Distances are measured…

A: While designing proposition are being finished, precise surveyscan help. Public works by and large…

Q: The following are the results of the measurement of a survey line between two tripod heads, where…

A: Answer We are given  Slope length = 25.510 m Vertical angle = 6o Temperature = 20 o C Tension = 80 N…

Q: 1) 2 points B & C were observed from point A where the instrument was set up at a height of 1.25m.…

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Q: a. Two points A and B (distance =100m) were nominated at the field and Two points A and B (distance…

A: The staff readings at point A and point B are given in the above table.The leveling instrument is…

Q: Question: 1 To determine the elevation of station A, the following observation were taken, the rod…

A: R.L of Beam =158.205 m Instrumental station Height of Instrument Staff Station Vertical Angle…

Q: 1) 2 points B & C were observed from point A where the instrument was set up at a height of 1.25m.…

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Q: A tacheometer is setup at A and the readings on the staff at B are 1.77m, 2.12m, 2.34m and the…

A: Given Data: A Tacheometer setup at A. Staff Readings at B are 1.77m, 2.12m, 2.34m  Inclination of…

Q: From the given data of a differential leveling as shown in the tabulation: STA. B.S. F.S. ELEV. 1…

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Q: Prob 1. The following data were obtained by stadia observation vertical angle, +12 deg 30 min; upper…

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Q: Point A has an elevation of 216.612 m above a vertical datum, and the point B is situated on the…

A: Answer(a) (i) Based on the given data we can calculate the elevation at point B using the Reciprocal…

Q: Calculate the slope and deflection at point A. 10 kN 10 kN/m 10 m 500+1666.66 а. 3333.33+12500 and…

A: Consider the beam.

Q: The upper and lower stadia hair readings on a stadia rod held at station B were observed as 3.50 and…

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Q: n Calculate the corrected staff reading at point A, if the staff reading is taken from an instrument…

A: Given data- distance D=1.5 kmstaff reading=3.46 mTo Find-The corrected staff reading

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: The upper and lower stadia hair readings on a stadia rod held at station B were observed  as 3.50…

A: i) Horizontal distamee(D) between A & BD=(FS…

Q: In a subtense bar method, a micrometer Screw had to be moved for staff intercept of 2,0 m, with the…

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Q: Q.2 Reciprocal leveling was conducted across a wide river to determine the difference in level of…

A: Given data Station A readings Station B readings RL of station B

Q: 1) 2 points B & C were observed from point A where the instrument was set up at a height of 1.25m.…

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Q: Point A has an elevation of 216.612 m above a vertical datum, and the point B is situated on the…

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Q: b. A tacheometer was set up at B.M and the following observations were made with a leveling staff…

A: staff intercept (S1) = 1.156 - 1.050 = 0.106 ft staff intercept (S2) = 1.158 - 0.952 = 0.206 ft

Q: The following data were obtained by a stadia measurement; vertical angle is 30deg23mins, and…

A: Given: The vertical angle is 30o23’. The stadia intercept is 2.20 m. The stadia interval factor (K)…