The lengths of the sides (in feet) of a five-sided closed polygon traverse are as follows:AB=203.74, BC= 273.87, CD= 470.37, DE=300.33, and EA = 390.78. (Note: Assume units of feet for all distances.)The azimuths are as follows:AB=218°59'30", BC = 147°45'49", CD= 75°05'27", DE 336° 56'04", EA = 266° 12'23".▼Part ACompute the departures of the sides.Express your answers, separated by commas, to five significant figures.AB, BC, CD, DE, EA =Submit Request Answer[5] ΑΣΦ ↓↑ vec?ft, ft, ft, ft, ft Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the table below. The coordinates of station A are X = 17300 ft and Y = 18000 ft.Course Length Departures Latitudes202.74 -127.565 -157.577283.87151.42 -240.113498.37481.592 128 224320 33-125.5 294.722380.78 -379.946 -25.193= 1686.09 0.0010.063ABBCCDDEEA

Answered: Image /qna-images/answer/6dd50485-11e1-41f6-9211-28dac2413473.jpg

Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the table below. The coordinates of station A are X = 17300 ft and Y Y18000 ft. Course AB BC CD DE EA 151.42 -240.113 Length Departures Latitudes 202.74 -127.565 -157.577 283.87 498.37 320 33 380.78 = 1686.09 481.592 128.224 -125.5 294.722 -379.946 -25.193 0.001 0.063

Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the table below. The coordinates of station A are X = 17300 ft and Y Y18000 ft. Course AB BC CD DE EA 151.42 -240.113 Length Departures Latitudes 202.74 -127.565 -157.577 283.87 498.37 320 33 380.78 = 1686.09 481.592 128.224 -125.5 294.722 -379.946 -25.193 0.001 0.063

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Problem 10.8 Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the table below. The coordinates of station A are X = 17200.00 ft and Y= 15500.00 ft. Course AB BC CD DE EA Length Departures Latitudes 202.74 -127.565 -157.577 283.87 -240.113 151.42 481.592 498.37 128.224 320.33 -125.5 294.722 380.78 -379.946 -25.193 Σ = 1686.09 0.001 0.063 Part A Calculate the x-coordinates for the other stations. Express your answers in feet to seven significant figures separated by commas. B, C, D, E = Submit Part B ΑΣΦ Request Answer B, C, D, E = Submit Calculate the y-coordinates for the other stations. Express your answers in feet to seven significant figures separated by commas. ΑΣΦ vec Request Answer 図」? vec ft ? ft
4.) (10 Points) Latitude and Departure Given the observed data of a closed traverse, determine the latitudes and departures of each line. Line Length 161.460 m Azimuth from North AB 228°20' ВС 180.490 m 267°43 CD 171.830 m 352°01' DE 229.700 m 82°12' EA 130.550 m 131°48' * Indicate the sign for latitude and departure Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the table below. The coordinates of station A are X 18300.00 ft and Y 17500.00 ft. Course Length AB 202.74 BC 283.87 CD 498.37 DE 320.33 EA 380.78 Departures Latitudes -127.565 -157.577 151.42 -240.113 128.224 294.722 -25.193 0.063 481.592 -125.5 -379.946 =1686.09 0.001 Calculate the x-coordinates for the other stations. Express your answers in feet to seven significant figures separated by commas. VAX Ivec B.C. D. B 18172.43, 18323.85, 18805.44,18679.94,18300.001 ft Submit Part B Previous Answers Bequest Answer ? Calculate the y-coordinates for the other stations. Express your answers in feet to seven significant figures separated by commas. 197) ΑΣΦ. 11 B.C.D. E= 17342.423,17102.31,17230.53, 17525.26,17500.06 ft vec ?
Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the station Q is the origin (use the transit rule method). Line Bearing Length (m) QR RS ST TQ N62° 02′ 30″E N27° 35' 10"W S78° 41' 15"W S07° 58' 00″W 172.2 87.52 93.81 141.08
b)Table 3 shows the data of closed traverse. Table 3 Station Bearing Distance (m)1-2 103o 31' 30” 71.7002-3 196o 26' 50” 73.3003-4 273o 57' 10” 75.2004-5 340o 13' 50” 54.3505-1 55o 18' 40” 54.030 Illustrate a diagram and find; i)The latitude and departure of each line.ii)The adjusted value of latitude and departure for each line. iii)The coordinate for each station, given the coordinate of station1 (N3000, W4000)
Given the following notes for a closed traverse. Determine the following: a) Coordinates of station E (x.y). (Blank 1.Blank 2) b) Area of the traversed using coordinate method in m^2. Blank 3 ADJUSTED ADJUSTED ... LINE DEPARTURE LATITUDE AB 395.60 352.00 ВС 591.60 23.40 CD 78.30 -558.20 DE -746.30 -102.50 EA -319.20 285.30
Calculate the latitudes, departures and closing error for the following traverse ABCDA. Adjust also the traverse using transit rule. Q3/ Stat Line length (m) Azimuth(AZ) A АВ 210.05 44 31' 10" ВС 241.95 327 13' 50" C CD 326.24 235° 09' 10" D DA 301.32 123° 35' 10" A
2. AREA BY DMD. For the given sets of adjusted latitudes and adjusted departures shown in the accompanying tabulations, determine the area of each traverse (in sq.m. and ha.) using the double meridian distance method. ADJUSTED LATITUDE ADJUSTED DEPARTURE LINE -w AB 7i5.20 1200.53 BC 414.29 401.78 CD 419.88 1606.43 1735.58 DE 200.70 EF 617.59 456.66 FG 849.91 202.83 GA 233.53 677.83 Sums +2383.40 -2383.40 +2482.97 -2482.97 ADJUSTED LATITUDE ADJUSTED DEPARTURE COURSE -S 1-2 281.28 281.06 2-3 168.75 449.32 3-4 337.56 281.22 4-5 112,50 450.66 450.03 225.08 5-6 6-1 450.06 335.86 Sums +900.09m-900.09 m+10I1.60MFIOT1.60m
Compute for the coordinates of station O. Note that: A has a northing of 1620925.334 and easting of 507672.847. B has a northing of 1620923.996 and easting of 507617.614. C has a northing of 1620694.527 and easting of 507681.770. STATION OCCUPIED STATION OBSERVED HORIZONTAL ANGLE (m) O B 0˚00’00” A 0˚29’49” O A 0˚00’00” C 64˚08’18”
Compute for the corrected distance AB of the traverse shown using compass rule LINES BEARING DISTANCES АВ DUE NORTH 400 BC N 45° E 800 S 60° E S 20° W S 86°59' W CD 700 DE 600 EA 966.34 O 399.983 O 399.883 400.083 399.783
6. LATITUDES tabulations are the observed data pertaining to four diffe- rent traverses. CoOmpute and tabulate the latitudes and departures of each course. AND DEPARTURERS. Given in the accompanying AZIMUTH FROM SOUTH LINE LENGTH BEARING LINE DISTANCE NO0° 42'E S85 57'E so3* 04'w S52 51'w 242 30' 353 15' 99 45' 154 00 AB 732.72m JK 430.05 m BC 324.78 KL 425.18 CD 477.24 LM 357.20 DA 388.08 MJ 183.18 AZIMUTH COURSE LENGTH COURSE LENGTH BEARING FROM NORTH 228 20' 267 43' 352 01' 82 12' 131 48' N59 33'E S39 18'E so6*35'w NI7:48'w N70°59'w 1-2 161.46 m 1-2 427.00 m 301.95 180.49 2-3 3-4 2-3 171.83 3-4 445.66 4-5 229.70 326.73 434.50 4-5 5-1 130.55 5-1 7. ERROR OF CLOSURE. Given the following tabulated data for vevs
ven the following technical description, determine if the traverse is closed. If not, balance the traverse using COMPASS rule and ovide the Adjusted Latitude. Course Distance Latitude Departure Correction Adj. Latitude АВ 59.678 -28.67 52.34 BC 97.025 -71.23 65.88 CD 65.988 30.32 -58.61 DA 105.93 77.82 -71.87 Sum