From the given data of a differential leveling as shown in the tabulation:STABSFSELEV15.8727.036.293.486.257.257.0810.195.57390.699.294.4574.94What is the difference in elevation of station 7 and station 4?What is the difference in elevation of station 1?4.5,

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Answered: From the given data of a differential…

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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Consider the following data: Latitude Departure Side Length IN Is AB 500 415 283 BC 750 210.16 309.12 CA 850 204.51 591.81 1. What is the linear error of closure? а. О.113 b. 0.259 c. 0.045 d. 0.453 2. What is the balanced departure of side AB? а. 282.03 b. 283.07 c. 283.11 d. 283.42 3. What is the balanced latitude of side BC? а. 211.03 b. 211.04 c. 210.04 d. 210.28
Triangulation stations A,B,C and D has the following observation angles. Angles: ACB=50° BAD=20° BCD=30° ABC=50° CAD=60° a. Find the angle CBD. b. Find the angle BDA. C. Find the angle BCD.
A line of levels was run from station A to station B. The leveling was continued to a BM of elevation 40 m. The stadia readings were obtained as follows. What is the elevation of station A? What is the elevation of station B? BS HI FS IFS ELEV REMARKS 1.195 A 0.445 2.370 2.150 0.995 0.720 B 1.465 0.260 2.630 0.905 1.305 40.00 BM Choices: 37.655 m 37.523 m 37,950 m 38.201 m
3. The following data if a closed traverse is shown in the technical description. The area of the closed traverse is 63147.05 sq. m. LINES AB BC CD LAT. a -240.20 -160.00 DA 179.70 Solve for the unknown variables. DEP. 120 с e -220 DMD b d f 8 2A 26460.0 X -86480.0 39534.0
A wide river that is connected to the proposed Kaliwa Dam was measured using a reciprocal leveling and the foresights and backsights were taken and tabulated below. If the elevation of M is 5GB.7962 meters, compute the elevation of point N. Instrument set-up near M Instrument set-up near N STA BS FS STA BS FS M 3.3523 N 2.7C54 M 3.5B58 N 2.6E54 M 3.4891 N 2.5514 M 3.3D19 2.4587 N 2.6E52 M 3.1432 N 2.5429 M 3.2G21 N 2.6G65 M 3.3333 N 2.7754 M 3.4F11 N 2.5E45 M 3.1423 N 2.6551 M 3.2244
THREE WIRE LEVELING DATA: The following data is a result of a three wire leveling in a proposed project to determine the elevation of an unknown point BM12. 1. Draw an approximate figure of the level route and determine the Elevation of BM12 and do the arithmetic check. Station Backsight HI Foresight Elevation Hair Mean S Hair Mean S reading Reading reading Reading BM10 1.567 1.234 1200 m 0.901 TP1 1.364 1.352 1.008 1.151 0.652 0.950 TP2 0.938 0.835 0.732 0.623 0.526 0.411 ТРз 1.043 0.998 0.992 0.698 0.941 0.398 BM11 0.879 1.089 0.692 0.973 0.505 0.857 TP4 1.217 0.957 1.079 0.682 0.941 0.407 TP5 1.321 1.119 1.105 0.978 0.889 0.837 TP6 0.992 1.091 0.782 0.919 0.572 0.474 BM12 0.957 0.723 0.498 2. Determine the length of the leveling route if k = 0.987 and C = 0.30 m
17.The height of a tower was determined by trigonometric leveling. The instrument was set up at point A, a distance of 75m from the base of the tower. The height ofinstrument set up was measured to be 1.22m. The top of the tower was observed at an angle of + 35o22’. Calculate the height of tower.
4. For the given schematic route of a differential leveling, backsights and foresights on series of station are taken. Generate a table and complete the leveling showing all established elevations. U H13 TP1 3.61 (FS) 3.28 (FS) 3,08 (BS)_ HI1 E TP2 2.04 (FS) TP4 Y H12 BM - 1 H14 (Elev 356. 65 m) N HI5 3.07 (FS) G Вм - 2 ||| 3.69 (FS) --- ---- 0.85 (BS) 1.37 (BS) 35 (BS)
Complete the following level notes. Show your detailed solution and checking. Differential Leveling Station BM1 ΤΡΙ TP2 TP3 TP4 TP5 BM2 BS 1.050 1.224 1.276 1.087 1.162 1.751 HI FS - 1.923 1.481 2.290 2.140 2.700 2.565 Elevation 147.630
The following readings were successively taken in levelling work 2.230, 1.605, 0.990, 2.090, 2.865 level instrument was shifted after 3rd reading. If R.L of first station 100.000 m, the R.L of other stations will be Option 1: 100.625, 101.240, 100.140 Option 2: 101.605, 100.990, 102.090, 100.865 Option 3: 100.230, 100.625, 101.240, 100.465 Option 4: 100.625, 101.240, 100.465
From the given data of a differential leveling as shown in the tabulation: STA. B.S. F.S. ELEV. 5.87 392.25 7.03 6.29 3.48 6.25 4 7.25 7.08 10.19 5.57 9.29 4.45 7 4.94 Find the difference in elevation between first station and the last station, and the height of the instrument at the 4th station. Show your solution on a separate table and box your final answers. 1.
Q3: Find the elevation of all point if the elevation of Last point is 30 m and check the results. (25 %) Station B.S F.S elevation В.М 1.245 T.P, 3.254 2.523 T.P2 2.522 1.421 T.P3 1.242 0.263 3.486 30

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From the given data of a differential leveling as shown in the tabulation: STA BS FS ELEV 1 5.87 7.03 6.29 3 3.48 6.25 4 7.25 7.08 10.19 5.57 390.69 6 9.29 4.45 4.94