Determine the stationing of PT if PC is at station 9 + 845.19.

Q: E50 1.56q + 0.56 log 99 + 0.044q. + 0 %3D 1000 52500 99

A: 501000=1.56q052500+0.56 log(99+0.044q099)+00.05=1.56q052500+0.56log(99+0.044q099)+0multiplying whole…

Q: From the given data below Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60…

A: Given:-

Q: Situation 4] From the given data of a closed traverse, The adjusted bearing of BC using compass…

A: To Determine The adjusted bearing of BC using compass rule. The adjusted bearing of DA using compass…

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

A:

Q: 24 / 9 \div 21 / 5

A: Calculate 21/5. The numerator and denominator do not have common factors to simplify.  Calculate…

Q: All data are in feet. The elevation of BM-A is 1364.58 feet. Rod readings are as follows: +S on…

A:

Q: 2 / 5 \div 7 / 9

A: Simplify the expression with the common factors. The given fraction does not have any common factors…

Q: Compute the DPD of each lines (AB, BC, CD, DE, EF, FA)

A:

Q: Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60 S7-59E DE 753.40 S80-00W EA…

A: Given:-

Q: Compute the area of the following shape in (Dunam, Evlek, m2):

A: Join B to E and C to E. So that we can find area of ∆CDE, ∆BCE and ∆ABE and area of circular segment…

Q: Calculate the latitudes and departures. Check for closure. If the accuracy needed is 1/7500, is the…

A:

Q: 6) B 11.7 с 7 Ө A

A:

Q: P D le E Loading status in figure q = 4 kN/m, P = 48 kN in the bar dimensions L= 2 m and e= 0.5 m.…

A: To find normal force at E

Q: Find the position of NA if 250*350 mm Ast is 1200 mm sq FE250. M25

A: This problem is related to RCC , Design concrete structure. In this Question given about Width and…

Q: Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the…

A: Given Length and bearing of line QR, RS, ST & TQ. Station Q is the origin, (x,y) = (0,0) To…

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

A: Asked: To determine the distance of the closing line 4-1.   Given: LINES BEARINGS DISTANCES (m)…

Q: Pls answer course BC asap

A:

Q: SURVEY ENGINEERING

A:

Q: Calculate the WCB

A: Whole circle bearing (WCB): - It is defined as the horizontal angle made from magnetic north to a…

Q: STATIONING PC PT PC2 PCC PT2 PC3 PRC PT3 END

A: Station of end point of curve = Station of starting point of curve + Length of curve Stationing is…

Q: 86 \div 2

A: The numerator or dividend is the number 86.

Q: ?What is the elevation of point BM1 in the below table if you know that the elevation of BM2 is…

A: Explained below

Q: 2. Compute the area of the whole lot. Lines Lat Dep DMD Double Area AB -310.95 469.84 BC 112.87…

A:

Q: The azimuth from south corresponding to N 69°21' W is Select the correct response: O 249-21 O 159-21…

A:

Q: STA BS HI FS IFS ELEV BMa 0.95 125.50m 0+ 00 3.0 + 10 2.3 TP1 3.13 0.64 0 + 22 + 30.5 + 34. 2 + 39.3…

A:

Q: Corners Adj. Lat Adj. Dep АВ 80.20 -40.10 ВС -40.13 -36.82 CD 70.18 50.40 DE -30.14 30.36 EF 60.16…

A:

Q: COMPUTED CORRECTION BALANCED COURSE DISTANCE BEARING LAT DEP LAT DEP LAT DEP AB 495.85 N 05°30' E BC…

A: Latitude is Lcosθ Departure is Lsinθ    Latitude Correction=-LengthPerimeter × Latitude…

Q: Lines Latitude Departure AB -36.13 -25.77 ВС 74.56 -115.93 CD 12.82 0.39 DE 19.91 61.75 EA -68.4…

A:

Q: Given PLat 8+ 272.311, A = 24°24 20", and R = (midordinate), and the stations of the BC and EC. 500…

A:

Q: - A 500 mm x 500 mm square tied column shown is reinforced with 10- 26 mm diameter bars with a steel…

A: Given:- The dimension of the column = 500 mm × 500 mm  The steel reinforcement provided = 10-26 mm…

Q: 452 D

A:

Q: Given the corrected latitudes and departures of a closed traverse, Compute the DMD of line 3 - 4.…

A: Answer  (a) Calculation of DMD of line 3-4  We know that Double Meridian Distance(DMD) of first…

Q: traverse:  a. use sine law to determine the distance of line 3-4  b. use sine law to determine the…

A: Given closed traverse For closing traverse committed measurements with two side lengths are unknown…

Q: %Y. 36 ull 0 1,0K/s Asiacell 3 Reciprocal ranging is employed when

A: Reciprocal ranging is employed when the ranging rod from one station is not visible from other…

Q: Determine the adj. length of each path based on the observed data of a closed traverse.

A:

Q: The length of a traverse line CD is 316.48 m and the magnetic azimuth from south of the line is 153…

A: Departure is given byD=length×sinbearingbearing=azimuth form northbearing=180°+153°54' = 333°54'

Q: The coordinates of control points A (1395.454, 1078.806), and L(1268.855, 1028.419). Calculate the…

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Q: STA 8+50 elevation = 132.74 %3!

A: According to given datafor STA 8+50 Elevation=132.74STA 12+ 50 Elevation = 246.29To calculate the…

Q: b)Table 3 shows the data of closed traverse. Table 3  Station    Bearing    Distance (m) 1-2…

A: Given  Traverse data  Coordinates of station 1

Q: ,0),B (170, 32 0), E (-40, -220

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.