nt Station W.C.B Staff Station Vertical Angle Staff Readings (m) C 320 0 A -12 0 0.906, 1.728, 2.550 C 50 0 B + 10 0 0.744, 2.199, 3.654 The value of the constant was 653and the staff

Q: Q1). The following consecutive readings were taken along a straight line from station (11+090) to…

A: Solution: Section 1: H.I1 = 0.680+50.25=50.93 m h2 =50.93-1.455=49.475 m h3 =50.93-1.855=49.075 m…

Q: Q1). The following consecutive readings were taken along a straight line from station (11+090) to…

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Q: Q1). The following consecutive readings were taken along a straight line from station (11+090) to…

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…

Q: Q1). The following consecutive readings were taken along a straight line from station (11+090) to…

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: A student was asked to make a line 500-m long using a 25 m tape that is of standard length at a…

A: L=500m Tm=12oC To=28oC

Q: 1. Fill in the following form of a horizontal angle measurement with a DJ6 theodolite, and try to…

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Q: 4.) 30 kN/m C 3m 3m D 7m 9m

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Q: Question 3: For the tuss shoun, deter mine the vertieal deslec tion at joint c vsing Virtnal work…

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Q: For 0° <0< 360° find the angles that satisfy the equation cos(0) = -0.0314

A: Given: The equation is, Where,

Q: BACKSIGHT FORESIGHT STA HAIR МEAN HI HAIR МEAN ELEVATION S READING READING READING READING 1.152 BM1…

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Q: he Wer 6. Calculate the height difference of level surveying and the elevation of point B in Tab.…

A: The height difference is given by difference between the back rod reading and Front rod reading h =…

Q: Two pegs A and B are driven in the ground at a distance of abour 120 m. A dumpy level is set up at…

A: Introduction-  Surveying is heavily reliant on levelling. A dumpy level is a type of levelling tool…

Q: Calculate the following: a. Bearing AB b. Deflection angle CB c. Azimuth from the north of DE

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Q: (8) A tacheometer and the following staff vertically held was set up at a station C readings were…

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Q: Q.I A line of level is run from B.M.1 (elevation=102.00m) to B.M. 2(elevation=106.00m). The field…

A: Given Elevation of BM1 = 102 Elevation of BM2 = 106 Reading of BS, IS and FS To Determine Computed…

Q: Hermie instructed Tine to do 3 trials of taping to determine a certain distance AB. The following…

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Q: 1. Fill in the following form of a horizontal angle measurement with a DJ6 theodolite, and try to…

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Q: Q1). The following consecutive readings were taken along a straight line from station (11+090) to…

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Q: Survey The stadia readings with a horizontal sight on a vertical staff held 40 m away from a…

A: Given:  The stadia readings with a horizontal sight on a vertical staff held 40 m away from a…

Q: 5. The following tacheometric observations were made on two points P and Q from station A. The…

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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: In item No. I what is the length of e or CP?  a)10,189,89m         b) 9,189.89m              c)…

A: To find length of cp

Q: 8.) A asked to make a 545.433 m long unie using a 30 m tape student was that is 0-0028 m too long.…

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Q: Convert 165 degrees to rad in terms of r. O a) 2.87979 b) 117/12 O c) T/12 O d) 1036.73

A: We have to convert 165 degrees to rad.

Q: What are the three different project models for carrying out construction work?

A: Three different types of project models for carrying out construction work are as follows :-  EPC…

Q: Problem 1 To determine the distance between two points A and B, a tacheometer was set up at P and…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: E = 29,000 ksi I = 4,000 in.+ Do FIG. P6.16, P6.42 64 k B -9 ft- -18 ft- -9 ft El = constant E =…

A: VA+VD=64VD36=649VD=16VA=4843227=x18x=288 draw the M/EI diagram  to find slope at C then find area…

Q: B. Clculate the straight line of least sqoae of errors that fits the following dete 1 3. 4. 1.85…

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Q: 21). The following consecutive readings were taken along a straight line from station (11+090) to…

A: Given reading are:- 0.680,1.455,1.855,2.330,2.885,3,380,1.055,1.680,2.265,3.540,0.835,0.945,…

Q: A steel tape of nominal length 30m was used to measure a line AB by suspending it between supports.…

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Q: 10. Complete the following table using the knowledge obtained in class about differential leveling…

A: Complete the following table using the knowledge obtained in class about differential leveling

Q: Sta. B.S. Н. F.S. Elev. В.М.1 1.234 42.390 T.P.1 0.965 2.732 T.P.2 2.332 3.642 T.P.3 0.682 3.224…

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Q: 2. Complete differential level notes for the information shown and show the customary arithmetic…

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Q: STA STA DISTANCE DEFLECTION ANGLE OC OBS (m) 64°49' (L) 90°17' (L) 70°39' (L) 101º58' (L) A 475.48 m…

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Q: D. (Round off to 3 decimal places) An angle was measured with different weights as follows:…

A: Hi! Thank you for the question, as per the honor code, we are allowed to answer three sub-parts at a…

Q: 4. There is a fort on a hill in Jaipur. Adjacent to the hill, Delhi-Jaipur NH8 is passing through.…

A: Tachometer constant k = 100 and C = 0 (Given)

Q: Q. 4 A = 500 , Pressure diff: b/w too limbs can be measured by measurement on Bne limb Then findl he…

A: A=500a To find error induced in measurement

Q: Q#15: The following is the data relative to observed stations made on vertically held staff with a…

A: Constant of instrument = 100

Q: 1 D = Tan(0°54'13"/2) =126.81m

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Q: AbjusT THE QUA DRILATERAL USING SNGLE coveTION ALD SIDE tonpITION EQUKTYOH. ANCLE OBSERVED ANGLE 81…

A: After the Fieldwork of measurements of angles, there is a need for adjustment of angles. The angle…

Q: Q1): A field book is reproduced below in which some readings marked as (x), are missing. The true…

A:

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.