2. Complete the mising data. UNE DISTANCE (meter). BEARING 1-2 123 4450 140.2336 146.3536 1648688 194.7219 S7345E N 18.19E 2-3 34 4-5 $7421E S 19.71W S81.90 W N 52.88 W 5-6 6-7 7-1 96.3024

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

A:

Q: COURSE DISTANCE BEARING АВ 224.34m N 57°3' E S 89°32' E S 7°5' E BC 251.47m CD 301.79m DE 157.88m…

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Q: Missing data Length Bearing АВ 102.84 N 54d 47m E BC ? S 44d 46m E CD 77.25 S 54d 21m W

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Q: Finding Reachon fa VAt Vy = 34+(60(442.7)+ fx6x 18 =490KN. %3D Y*9.7= 5778+91.8+1346-7 らこ 207.87…

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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…

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A: LATITUDE = LCOSθ DEPARTURE = LSINθ L is the length of the course θ is the Bearing of the course…

Q: A. 103 391 D 110 75m 1.) DEPARTURE LUNE EA? 2.) INTERIO R ANGLE DEBC 7 3)BEARING OF AB? 4.) LATITUDE…

A: Since we know that departure of line EA = LEAsinθ…

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A: Determine the force of the truss shown in Fig.

Q: 60 30 10 kN 60 10 kN 120 -Im 2m

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Q: Ø7/8 2 holas R 1.780+0.020 .0.000 0.375t0.002 -0.000 ROCKER ARM %3D

A: How to input units in such a way in Autocad.

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: 345 67 89 1o I1 2 200 b00 Find Pot Fil_assumeis87

A: Note: Hi! Thank you for the question as per the honour code, we’ll answer the first question since…

Q: w (kN/m) A 1.5EI D El TTTT.

A: Can you please provide the figure correctly

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: 4. Compute for the error due to sag. a. -0.53 m C. 0.49 m b. 4.24 m d.-0.24 m 5. What is the total…

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Q: Coup SE DISTANCE BEA RING 1-2 269.90 2-3 S 71 °00'w 3-4 19の.86 N3r 42'w 니-S 274. 76 N 4IT 24E 245.84…

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Q: J) Adjusted bearing on line DA (round to the nearest second ) LINE DISTANCE (m) BEARING АВ 388. 08 S…

A: Signs for Lattitude and Departure:  If Bearing is in  N-E = Both positive  S-E = L -e and D +ve  S-W…

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: 10 - convert angle 1.497 rad to degrees a) O 850: 55:48" b) 269o: 48':55* C) 850: 48':S5“ d) 269o:…

A: The conversion of radian to the degree is done by multiplying the factor 180π,

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Q: 1) Find, the unknowns ("aaa" through "Beg") in the table of closed traverse starting from BM and…

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A:

Q: Determine the HD, VD, ID, and DE.

A: Given : Vertical angle ϑ = 30°23' Stadia intercept (S) = 2.20m Stadia interval factor  (K) = 95.50…

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A: Solution Given Diagram

Q: LINES BEARING DIST AB N 32 27' E 11 BC S 8 51' W 83 12 CD

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Q: Compute for the latitude of Line 1-2 A +4.81 B) +5.79 +8.03 D -18.63 Question 11 Compute for the…

A: Data is as given

Q: This is the answer write Clear hand written Difference pence in elevation A₁ + A₂ 2 2 A (2.545 -…

A: Answer is  below written clearly.

Q: Find the level of Poin A (Azimuth. OA.Oc) From the diagram below A verteal angle e = 47° 15m 4.5 B…

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Q: STATION H.I H. ANGLE H. DIST V. DIST ELEV. ft ft ft Instrument station #1 (between BM and station…

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Q: Pipe Length, m Diameter,mm f 1 1500 600 0.02 1000 450 0.025 900 500 0.018 933m 844m A Junction: 366m…

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Q: Line Length Pg Up Pg Dn 44 Observed magnetic azimuth Computed magnetic beaning Backward Forward…

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

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Q: Finding Reachon faces wing eguilibrium equations'- VA+ V = 34+(60X4427)+ tx 6x 18 = 490KN- EM=0, x…

A: Given :

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A: Given Data:UDL=6kN/mConcentrated Load = 15kNSpan =3m

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Q: line LATITUDE DEPARTURE BEARING LENGTH АВ -2.5 |15.5 1.5 4.5 BC 3 CD DE EF 3 N 36.87 W |-2 -6 7 4.5…

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

A:

Q: 2. Complete the mising dota. UNE DISTANCE (meter) BEARING 1-2 123.4450 140.2336 146.3536 164.86…

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Q: D. SM 3M 4M beam A I beam <105 200x MM A all = lo0 Mu? Eall= 200 GPm %3D → Find suppont ronctons ķ…

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Q: 1) Find, the unknowns ("aaa" through "ggg") in the table of dlosed traverse starting from BM and…

A: Rise =aaa=1.672-1.245=0.427

Q: Area A1) = lox6. 60 mm = 3 m lo = Smm Area (Az) =}T (3) =14:139 mm? 3 mm , 43) = 1.27 mn Sea (As)…

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Q: 0 (115) Now 20kip D MB = -2835.67 kipft чок р Hinge З кір JE UNDO, CLAPEP SP с 50kip 20 кір B 264.3…

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Q: D00 psi. 23" 25" A=2.35 in? 10"

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Q: Station BS HI FS Elevation BM-125 920.00 ТР-1 3.11 X 1.27 920.47 ТР-2 Y 926.28 1.11 ТР-3 2.74 2.00…

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Q: V= = 18.97 kd/m3 ko=0.25 %3D 8- 4898; ko = r-18.54G kA/ms1 ko-0 29 1:5m 8 =45.04 379k/m3. V= 18.121…

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Q: Elev. 1000.0O HI= 1.60m 46°20' 39.34 40.804 RR=2.00m Elev. =960.66

A:

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.