Compute for the latitude of Line 1-2(A) +4.81B +5.79+8.03-18.63Question 11Compute for the departure of Line 3-4.A -5.96(B) -19.09-1.36-11.77 LINESBEARINGS1-2S 32'17' W2-3S 36'25' W3-4N 1547 W4-5N 73 07' EFor questions 10 to 14:Given above is the technical description of lot 2081, Cebu Cadastre.DISTANCES22.04 m.10.00 m.5.00 m.19.95 m.

Answered: Compute for the latitude of Line 1-2 A…

Compute for the latitude of Line 1-2 A +4.81 B) +5.79 +8.03 D -18.63 Question 11 Compute for the departure of Line 3-4. A -5.96 (B) -19.09 -1.36 -11.77

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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Compute adjusted forward bearings of the followingopen traverse;
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
2. Compute the area of the whole lot. Lines Lat Dep DMD Double Area АВ -310.95 469.84 ---- ---- ВС 112.87 -673810.93 ---- ---- CD -1099.62 65.80 1895.04 DE 576.94 ---- EF 345.42 538.77 ---- ----
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compute the adjusted bearings of the traverse
6. AREA adjusted DPD. -In the latitudes accompanying and adjusted. departures tabulations are the of BY two tra- verses. ADJUSTED LATITUDE ADJUSTED DEPARTURE LINE +N -S +E 420.75 713.84 296.08 693.05 CD 894.37 405.36 DE 50 1.25 926.54 386.42 884,53 EF 695.04 F.A 190.67 Sums +1691.70 -169 1.70 1812.25 18.12.25 ADJUSTED LATITUDE ADJUSTED DEPARTURE COURSE +N +E 1- 2 299.30 295.58 2- 3 338. 05 223.56 3 - 4 24.52 245. 77 4- 5 5 6 6 - 1 8.05 381.36 230.52 463.09 626. 1 1 309. 87 Sums +949.93 - 949.93 + 772.96 -772.96 By employing the double parallel distance methoa, determine PROBLEM SETS 563' A BCDEE
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FAST PLEASEEE, YOU CAN USE SHORTCUT METHODS TO SOLVE THEM, THANK YOUUU!!!
HM 36 Q.3 A level circuit is shown in figure. The survey, needed for local engineering project, commenced at BM 35, the elevation of new benchmarks 36, 37, 38 and 39 were determined, and then the level survey was looped back to BM 35, the point of commencement. Fined the adjusted new BMs. ВМ 35 Elevation(m) 119.010(fixed) 35 36 37 38 39 35 123.342 118.206 118.451 120.491 118.933 09 km. DM 35 O8 km DBM 37 08 km 08 km BM 39 BM 38 0.7 km