I need a quick solution within 15 minutes Fundamentals of Computation - Set KPractice Problem No. 3Determine the interior angles of the parcel shown below. Verify your resulta.A2 307* O5 05°LEFT TopLINEAZ 243 ' 15“RIGHT Top LinEAZ 111° 33' 05og os.61 ZYAZ 328 31 10EASTERLY LINEWESTERLY LIiEAZI67 27 05Az 162 o6 55"

Answered: Fundamentals of Computation - Set K…

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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If arcsin (6x + 4y) = 1:5708 and arccos (2x + y) = 1.0472, find x. A. 1/2 B. 2/3 C. -3/2 D. -1/2 E. None of the above OA OB Oc OD OE
2. The buildine is to be constructed on a lot shown below. Calculate the distances of lines (1-2) and (6-7). 9 S70 21'50 E N64 25 41E 8 49.794 50.495 10 N86 52' 22"W |2 1 7 3 S54 50 45°E 56.321 4 S68 13 05 W 46.744 6. N66° 52 5TW 48.0 17 N18° 55'42"E 43.052 M.6V 10 .91N S3° 22' 11"W w 32.107 5 25.818
Find the area of a piece of land FGH, knowing that FH=150 m. Left hand face Right hand face Occupied point Target point H F G Occupied point Target point A G 00 01 40 H F 63 59 20 H Determi Suminita 1004-079.077.00 4454 7. Our Daf Dr Ahmed Ahlbefin A 10 01 40 81 59 50 B 190 02 00 260 00 40 Left hand face B 179 59 00 243 59 40 A 190 02 20 261 52 40 Right hand face A 180 00 40 243 59 20 F B 10 01 20 82 00 20 G B 00 01 40 64 00 40
Convert 48 15' 26" to centesimal units O 43.4315 O 53.6191 O 31.2254 O 56.8024
Geometric space, i need solutions in 15 minutes please. MCQ/ If Ø = 0.987643 rad. Find Ø in degrees. A-56º 35' 16'' B-45º 42' 16'' C-52º 04' 26'' D-54º 30' 16'' E-35º 25' 25'' F-65º 25' 13''
Compute for the unknown Line AB BC CD DE EA LINE AB BC CD DE EA Distance 300 400 250 350 277.96 DISTANCE 250 UNKNOWN 300 UNKNOWN 400 Bearing S 37 30 E S 43 15 W N 73 W UNKNOWN UNKNOWN BEARING N 73 00 W N 12 45 E S 37 30 E N 65 45 E S 43 15 W ■
After getting knocked out by Luffy, Don Chinjao decided to buy a lot and retire for good. The following are the data of lot survey of Don Chinjao. Find the bearing of line CD. LAT DEP DMD DA AB -310.95 469.84 BC 112.87 -673810.93 ------- CD -1099.62 65.80 1895.04 ------ DE 576.94 ---- -----e ------ EA 345.42 538.77 ----- O N.88°30'W O N.78°39'W O S.78°39'E O S.88°30'E
The technical description of a six-corner lot is tabulated in the table below. LINES BEARING DIST LAT DEP DMD DPD ТР-1 15 11 20 3051.74 1-2 33 W 190.30 2-3 33 3 W 300.00 3-4 33 3 W 4-5 89 54 E 302.27 5-6 6. 6-1 W 312.82 a. Plot the given data. b. Calculate the distances of line 3-4 and line 5-6. c. Calculate the area of the lot by DMD.
1 7:47 0.00 4G 49 KB/s 2 Your answer A lot has a frontage along a road. The other sides, which are both perpendicular to the road are 90m and 60m respectively. It is desired to subdivide the lot into two parts by another perpendicular line to the road such that the area of the lot that adjoins the 90m side is equal to 1/3 of the whole area. Determine the length of the dividing line. Your answer A survey sets up a transit at point P, which is the inner portion of a four sided tract of land ABCD, and read the bearings and measures the distances, as follows: 2 II
The side BC of a triangular lotABC is 400 m. Angle ABC is 50. A 150 m lineDE, parallel to BC, divides the lot makingarea BCED to be 50 977.80 m2.1. Determine the measure of angle A. a. 63 c. 69b. 67 d. 71 2. Determine area of triangle ABC.a. 59 319.37 m2b. 51 399.67 m2c. 53 991.67 m2d. 59 913.67 m2 3. Determine the length of the line AE.a. 124.83 m c. 148.23 mb. 142.38 m d. 134.28 m
BALANCE THE TRAVERSE BY TRANSIT RULE AND COMPUTE THE AREA BY DMD METHOD Corr'n Corr'n Distance Line Bearing Latitude Departure Corrected Latitude DMD Corrected Departure Lat Dep Double deg min 1 2 s 23 37E 113.35 2 3 s 25 56 w 93.32 3 4 s 87 25 w 172.92 4 5 N 55 46 w 165.88 5 6 N 51 59E 184.89 6 1 s 85 51E 160 S() E (+) S(-) N(*) W(-) N (*) E (+) W() Area
7.4 MADE L Fazit On en Colerdo P the an ◄AYAY AT----- TP. TUTT the pre VIVIAVI Det ty ita obo y Survey e fue The courthouse record for a 1902 property survey at Ketchikan, Alaska, lists the magnetic direction of a property boundary as S82°44'W. If the 1902 declination was 37°08'E and the present declination is 26°17'E, find the true bearing and the present magnetic bearing of the property line.

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Fundamentals of Computation - Set K Practice Problem No. 3 Dutermine the interior angles of the parcal shown baiow. Verily your resta. AR 307* 05" O5 LEFT Top LidE Az 243° 1' 15" RIGHT Top Linė AZ 111* 33' 05 Os os.bi zY AZ 32831 10 EASTEBLY LINE WESTERLY LiE AZ 167" 27 05