Using the adjusted deflection angles, solve for the linear error of closure, bearing of the side of error, and the relative precision. Balance the traverse survey by employing the compass rule. Write your solutions completely and neatly. In your solution, I should see the filled-up table as shown. COURSE OBSERVED DISTANCE ADJUSTED LATITUDE ADJUSTED DEPARTURE ADJUSTED ADJUSTED +E CORRECTION LAT DEP +N -S -W LENGTH DEFLECTION AB BC CD DE EA SUMS

Using the adjusted deflection angles, solve for the linear error of closure, bearing of the side of error, and the relative precision. Balance the traverse survey by employing the compass rule. Write your solutions completely and neatly. In your solution, I should see the filled-up table as shown. COURSE OBSERVED DISTANCE ADJUSTED LATITUDE ADJUSTED DEPARTURE ADJUSTED ADJUSTED +E CORRECTION LAT DEP +N -S -W LENGTH DEFLECTION AB BC CD DE EA SUMS

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

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
Q3): The following data were collected while running a closed traverse ABCDA. Calculate: Line AB BC CD DA 2- Linear misclosure 3- Traverse precision Length(m) 330 866.8846 411.0045 827 Sum=2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C 1358.7 D 1323.167 A (calculated) 500 Easting 500 491.84 = = Northing 500 170.1 172.62 582.059 500
Given the following data gathered from an altimeter survey: Elevation of the high base, 818 m, elevation of the low base, 422 m; altimeter reading at high base 6579; and altimeter reading at the low base 3333. If the altimeter reading at a field station is 4775, determine its corresponding elevation. a.1804 m b. 3246 m c. not included on the list d. 598 m e. 396 m
FUNDAMENTALS OF SURVEYING Triangulation stations A,B, C and D has the following observation angles. Angle Values ACB 50 deg BAD 20 deg BCD 30 deg ABC 50 deg CAD 60 deg a. Find the angle CDB b. Find the angle BDA c. Find the angle BDC
2. Given in the table below is the technical descriptions of a transit-tape survey of a closed traverse. Determine the distances of lines Ab and DE. LINES BEARINGS DISTANCES S 560 30' AB E S 100 00' BC 650.00 m N 880 30' CD W 1100.00 m N 020 10' DE W N 570 20' EA 640.00 m
I. Determine the interior angles of each stations and azimuths for each surveying lines. AZAB = INTZA = 40 40P 37 AZBC = INTZB = C 30 22 AZCD = INTZC = 66° 40' AZDE = INTZD = 15° 12 1s° 58 AZEA = INTZE =
Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). N 2- Linear misclosure Line AB BC CD DA 3- Traverse precision 4- Interior angles A and B 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Length(m) 330 827 Sum= 2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C D A (calculated) Easting 500 B 1323.167 Northing 500 582.059 A= B= Angles
Given in the accompanying tabulation are the observed data for a closed traverse obtained from a survey. a. Compute for the unknown quantities b. Compute the area of the lot using DMD or DPD Method LINE LENGTH (m) AZIMUTH FROM NORTH AB 233.10 122°30' ВС 242.05 85°15' CD 191.50 20°00' DE unknown unknown EF 270.65 254°05' FA 252.38 213°00'
Following are the observations recorded using a total station between two points Aand B:The zenith angle is 82°32'20", the slope distance is 8335.26 ft. The height of theinstrument and rod recording r are equal. If the elevation of point A is 1431.31 ft.Determine the elevation of point B.
Two angles BAC and CAD and a single angle BAD are measured at the same point A. Determine the most probable value for each angle. ANGLE Observed value No. of measurement ВАС 28°24'00" 1. CAD 61°15'00" 3 BAD 89°24'00"
Correct the survey data below for a closed traverse. LINE DISTANCE BEARING AB 495.85 m N 05°30’ E BC 850.62 m N 46°02’ E CD 855.45 m S 67°38’ E DE 1,020.87 m S 12°25’ E EF 1,117.26 m S 83°44’ W FA 660.08 m N 55°09’ W
FIELDWORK NO. 08: OMITTED MEASUREMENTS 1. Determine the missing data of the given traverse and determine the area using a. Transit Rule b. Compass Rule c. Coordinates LINE LENGTH BEARING АВ 639.32 m N 09° 30' W ВС UNKNOWN N 56° 55' W CD UNKNOWN S 56° 13' W DE 570.53 S 02° 02' E EA 1,082.71 S 89° 31'E 2. Determine the missing data of the given traverse and determine the area using a. Transit Rule b. Compass Rule c. Coordinates LINE DISTANCE, m BEARING АВ 534.22 S 84 38' W BC 390.62 N 42*30' E CD N 49'49' E DE 304.07 EA 370.29 S 39°20' W