From the given data of a closed traversed, Line Bearing Distance AB S. 8deg. 51' W. 126.90m. BC N.18deg 51 W. 90.20m. CD N.32deg. 27E. 110.80m. DA -- What is the distance of line DA? 55.57m. 65.59m. 54.59m. none of the above

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: • Calculation of horizontal distance between PQ A 0 = 0° 2.750 R.L of H.I. = 1852.425 C S 1.900…

A: Given data: H.I=1.475 m  R L of P=1850.950 m Staff readings: st=2.750sm=1.900sb=1.050

Q: Find the centroid along x- axis of the shaded area. x - axis mm. O 135.4 y O 183.7 O 169.8 O 164.6…

A:

Q: ble 3 90 BM2 R STATION ΤΡΙ Table 4 BMI TP2 75 [B] at D 4.53 BS 5.21 Lille 1 AD DO 875 me.. IH [A]…

A: Back sight, fore sight, height of instrument and elevation of different stations is given in the…

Q: Draw the longitudinal section ( profile) of the leveling process if vou know that the elevation of…

A: Assumptions:(1)- Since No Specific angle/Bearing is Given , so we are Considering The Offset as a…

Q: HI PLEASE HELP CAN YOU HELP ME WRITE CONCLUSION (ATTACHED PHOTO ARE THE DATA AND RESULTS). ITS ABOUT…

A:

Q: The following consecutive reading were taken with a level and 4m leveling staff ground at common…

A: Common interval = 30 mElevation of point A = 220.50 mTo calc:1) Reduced levels of points given2)…

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: Closed Traverse 65 13 95 19' B D 216 19 67 06' E 96 03 A Determine the following: 1. back azimuth of…

A:

Q: 20 N Given the space force below, what is the angle that it makes with the +z-axis? 8 N I0 N O A.…

A: Given Data:- Fx= -8 N Fy= 20 N Fz= 10 N

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: Forward Backward Line Bearing Bearing S 37deg. N 37deg. 1-2 30min. 30min. W E 43deg. N 44deg. 2-3…

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: 1- Length & Bearing of DA using opposite calculation. 2- X, Y co-ordinates of all stations If the…

A:

Q: 1-1f the maghetic quakter dirction (M..Br) For the lines. ABBcocDoDE andEF are N55° 2ó E, S 78° 0ó…

A: As per company's guidelines we can only answer first question. Kindly post other questions as…

Q: Q3/ complete (LAT, DEP) of travers ABCDE Station Azimuth Length Latitude Departure A 26 10' 285.10 B…

A: As per guidelines we are supposed to answer only 1 question so repost rest questions separately

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: Get the distance and bearing of line EA

A:

Q: Convert 2489 Psi to GPa .000043 .017155 .171551 .000434

A: Convert 2489 Psi to ______ GPa We know that 1 psi =  6.8947572931783E-6 GPa Then 2489 psi = 2489 x…

Q: by the analytical method and Mohr’s circle Find εx' , εy' and γx'y' Find main directions θp and main…

A: εx = -600 μsεy = 200 μsγxy = 30 μs

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: Adj. Lat. 490.71 m. Adj. Dep. Course AB 47.27 BC 587.12 608.89 D CD -327.41 786.78 DE -1002.76…

A: solution  we known that sum of the latitudes of the closed traverse = 0  and sum of the departures…

Q: STA BS HI FS IFS ELEV BMa 0.95 125.50m 0 + 00 + 10 3.0 2.3 TP1 3.13 0.64 0 + 22 2.7

A: The elevation is generally the vertical distance from a datum that is the sea level, to a point on…

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: Find the horizontal length

A:

Q: If the 4 holes in the drawing below are produced at .410" in diameter, what is the total positional…

A: This question is from engineering drawing Actual hole diameter is given= 0.410" We are asked to find…

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: FUNDAMENTALS OF SURVEYING   SHOW YOUR SOLUTIONS AND WRITE IT PROPERLY SO THAT I CAN EASILY…

A:

Q: Determine the location of the centroid of the area from the x-axis. fome ... 20mm 30mm 60mm

A:

Q: +he quadrilateral measured by tape:. MEA SURING ANGLES TAPE. In ABCD WITH shown in Fig. I1-18, the…

A: Given All the length of sides of the Traverse (quadrilateral) and diagonal.  To find All the angles…

Q: - Given the table shown below, calculate the bearing of line DE. Distance (m) 668.15 670.32 610.68…

A:

Q: The included angle measured in a closed travers he guen Cre in Table 1. if the bearing of the line…

A:

Q: Given: 1 = 23° 18' D = 4° 00' P.I. 40+53.87 = Find R, T, and L, by the chord definition. and compute…

A: Answer We are given I =23o18' D = 4o00' PI = 40+53.87 Calculations shown in steps below

Q: HI = 1.496 ELEVATION OF PT A: = 200 K = 99 HAIR READING MIDDLE LOWER 1.589 VERT. STADIA DISTANCE…

A:

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: 2000-8", C = 100 El. 300.0 4000-16 C-100 EL 280.0 S000–10" E C-130 El. 230.0 20,000-12 C- 90 El.…

A: Estimate of pressure head at E = 250' ( other values can also be assumed, based on the assumed…

Q: direction of the AB, CD and EF. 65 14 12 m 20 m B. 25 105 23 A

A: an open traverse ABCDEF is given as shown in figure above, azimuth of DE is given and it has been…

Q: A closed traverse has the following data: Course Bearing Distance 1-2 N9.27deg.E 58.7m. 2-3 S 88.43…

A:

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