45" 45" Instru. A 1000 E 5000 N 65 20'25" 1247.114 E 4751.420 N Inst

Q: 4-2. What is the angle included between the two lines? Ans. a. 76° 21' 16" b. 103° 38' 44" c. 76°…

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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: Compute the distance only between points "A" and point "B" Point A- N 1147.8000 E 710.4700 Point B N…

A: Given values: Point A: N 1147.8000  E 710.4700 Point B: N 1489.1700  E 138.5700

Q: situation 2] Given the following technical description of a closed traverse, Length, m 255.75 Course…

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

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Q: Q6) Determine |AB| and coordinates of points C,D,E,F,G,H and X. S3 79.0g S1 111.7715g 144.3233g s2 E…

A: Step 1

Q: 11. A closed traverse has the following data: Using transit rule, find the corrected bearing of line…

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Q: 30 4 7OKN 45° 100 KN OKN ラFy=? ラFメ =? %3D RF = ? ひ=?

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Q: Line Distance AB BC CD DE EF FG 62.56 29.49 65.07 41.14 43.70 26.74 Forward Bearing N 81-02-05 W N…

A: Given: LINE FB BB AB N 81-02-05 W S 79-26-30 E BC N 08-16-07 W S 13-18-15 E CD S 87-34-45 E…

Q: A traverse survey was performed and the following data was recorded. I.S. TGT F/S HORIZ.CIRCLE SIDE…

A: Observation Table I.S TGT F/S Horizontal Circle Reduced Angle A E L/R 106-47-00 56-53-00   B…

Q: Given in the accompanying tabulation are the adjusted latitude and adjusted departure of a closed…

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Q: 2)Given the following set of stadia level notes. FORESIGHT VERTICAL BACKSIGHT STA STADIA VERTICAL…

A: The formula to calculate the height of instrument : at station A:Height of…

Q: Station BM3 0+00 1+00 2+00 3+00 TP1 4+50 5+50 6+00 6+70 BM4 BS 2.3 --- --- --- 2.45 --- --- ——— ---…

A: gievn :  ELEVATION OF BM1 = 305.3   B.S AT BM1 =2.3  CHANGE POINT =TP1  B.S AT TP1 =2.45  F.S AT TP1…

Q: 5. ARBA BY DMD. For the and . adjusted departures shown in the accompanying tabula- tions, determine…

A: To find area of both the traverse

Q: From point "O", point "B" bears N12 28'01"E, and point "A" bears S 04°22'00" E. is the angle BOA…

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Q: Find Find 300 EN 30 F1= 205KN

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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)

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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: ду 5WL3 384EI (5×4369.43722kg x 33m3) 384 х 200GPах 188 × 106 mm

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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…

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Q: Truss 2KN and 60 degrees

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

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Q: Table 5 Line Bearing N 66-27 E S 40-32 E S 23-03 W N 73-58 W N 15-30 W Distance AB BC CD DE EA…

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Q: Line kength bearing Loti tud e Perarure AB to G4. 32 S 75'48'€ -165.9913 (D51. 1890 bc 1590.91 S 15…

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Q: 5) Convert the following angles to the sexagesimal system: 23 grad 75.245 grad 151.83 grad

A: sexagesimal system 100 grades (or. 100g) = 90 degrees (or 90°)

Q: Using the data below, compute for the Linear Error of Closure Also, Determine the adjusted latitude…

A: We know that, The linear error of closure- E=√((ΣLAT)^2+(ΣDEP)^2 )   By Compass Rule-…

Q: 1m 1m² fy x 3m 1.8m 3m 52m L 0.5 m Im 1m 2m >X

A: For ease of calculation first let's assume the origin at the extreme left of the diagram as shown…

Q: What is the back azimuth of a line has an ?azimuth 327°

A: Azimuth=327o

Q: Problem: Below, tabulated data of an open compass traverse. LINE DIST(M) FB BB N 45deg, 00min W S…

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Q: Calculate the WCB

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

Q: Lines Bearing Distances(m) АВ N 60-30 W 68.75 ВС N 80-30 E 125.90 СА

A: Given data in question  Bearing  Distances  Closed Traverse  To find out  Angle  Distance  Note…

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: Give the latitudes and departure by giving your answer up to 3rd decimal point. LINE LENGTH BEARING…

A: Length of line AB (l)  = 475 m Bearing for line AB  = N 31o25' W  means Line AB lies in 4th Qudrant,…

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: X Compute the area bounded by the polygon A, B, C, D, E, F and the circular segment area bounded by…

A: Pointx, fty, ftA500500B1000600C15001100D13002000E7001800F3001000Angle theta =47o

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

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Q: LINE DISTANCE BEARING CD 20 m S 850 20' E СА ? N 280 15' W СВ N 650 30' E DA ? N 700 W DB ? N 80°…

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Q: Q3/ from the travers below find; A; the interior angles (F, G, H,J, K) B; bearing direction of ( FG,…

A: Given data  Bearings To find Angles Directions

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…

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Q: Situation 4. In the given tabulation below the adjusted departures of closed traverse are given.…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: 구5 200 Sind moment Resultant about Point O 125

A: A moment about a point can be defined as the product of force and distance from that point. There…

Q: Q11: The four comers A, B, C, and D of a portal frame factory having the coordinates given in Table…

A: Given: The coordinates of P are E 110.383 m, N 81.334 m. The coordinates of the four corners A, B,…

Q: Determine degree of total indeterminacy

A: