Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). 2- Linear misclosure 3- Traverse precision 4- Interior angles A and B Need to solve the question in engineering survey 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Line Length(m) Azimuth Point Easting Northing Angles АВ 330 181°25' A 500 500 A= BC 89°50' B= CD 355°00' DA 827 264°18'20" D 1323.167 582.059 Sum= 2435.15 A (calculated) %3D %3D

Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). 2- Linear misclosure 3- Traverse precision 4- Interior angles A and B Need to solve the question in engineering survey 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Line Length(m) Azimuth Point Easting Northing Angles АВ 330 181°25' A 500 500 A= BC 89°50' B= CD 355°00' DA 827 264°18'20" D 1323.167 582.059 Sum= 2435.15 A (calculated) %3D %3D

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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Similar questions

A traverse was done by a group of civil engineering students. The folowing measurementswere recorded. Refers to the figure below.a. Calculate the azimuth and bearing of the traverse lines. b. Adjust the traverse by compass rule. c. Calculate the area enclosed by the traverse. Use DMD method. d. Calculate the coordinates of all stations if TP has N = 1230.014 and E = 9180.017Note: Tabulate your calculations.
A closed traverse has the following data: Lat=-0.65, Dep=+0.34 Σ[LAT]=1726.8, Σ[DEP]= 1876.3, PERIMETER=2628.5 FOR A LINE DE: DISTANCE= 518.40 m., Lat= 259.20 N, Dep Determine the corrected latitude of DE by transit rulea. 259.310 b. 259.116 c. 259.286 d. 259.090
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FUNDAMENTALS OF SURVEYING All azimuths are measured from South.All angles must be written to the nearest minute only.All latitudes and departures must be written to two decimal places only. The algebraic sum of latitude and departure of a five-sided tract of land ABCDE are asfollows: L = - 1.45m, D = + 1.25 m. Determine the error of closure.
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 413.600 m N 09°30’ W BC 304.380 m N 55°06’ W CD 407.210 m S 57°35’ W DE Unknown S 04°05’ E EA 649.630 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Missing Data Surveying Compute for the bearing of EA and DE
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Work out the following problems regarding points andstations along a profile-level route.A. A turning point along with a profile level route measures126.44m beyond station 8 + 24.50. Determine the stationing ofthis turning point.B. For the illustrated problem given above, determine thestationing of the turning point if it is instead located 83.45mbefore the given reference station.C. Determine the distance between station 33 + 45.02 and station 26 + 62.75.
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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
Q21 -Compute the corrected elevations of all points if R.L. (known) of BM. ‘was (170.850 m) and R.L. (computed) of B.M. was (170.858 m), C = 10 using. the following data: - Point Distance R | O T s