Q.2. A five-sided closed field traverse has the following angles: A=(101°03'39");B=(101°42'09"); C=(102°22'23"); D=(115°57'40"); E=(118°55'49"). The lengths of thesides are as follows: AB = 51.766m; BC = 26.947m; CD=37.070m; DE = 35.292m;EA = 19.192m. The Azimuth of AB is (75°05'30"). BC is in the S. E. quadrant. Figure is notscaled.В26.947 m101° 42' 09"51.766 m102° 22' 23"101° 03' 39"19.192 m118° 55' 49"115° 57' 40"35.292 m'Dts) Compute the bearing of CD and azimuth of DE.ats) Determine the linear error of closure (E) and the precision ratio.rts) Determine the balanced latitude of BC, the balanced latitude of CD and theb)c)balanced departure of DE using the compass rule.d)ints) If the coordinates of station A are (1000.000 N, 1000.000 E), compute thecoordinates of “C" station.e)s) Compute the area enclosed by the traverse using the coordinate method.37.070m

Surveying is the branch of civil industry in which the measurement between different points on the…

Q.2. A five-sided closed field traverse has the following angles: A = (101°03'39"); B= (101°42'09"); C=(102°22'23"); D=(115°57'40"); E=(118°55'49"). The lengths of the sides are as follows: AB = 51.766m; BC = 26.947m; CD 37.070m; DE = 35.292m; EA = 19.192m. The Azimuth of AB is (75°05'30"). BC is in the S. E. quadrant. Figure is not scaled.

Q.2. A five-sided closed field traverse has the following angles: A = (101°03'39"); B= (101°42'09"); C=(102°22'23"); D=(115°57'40"); E=(118°55'49"). The lengths of the sides are as follows: AB = 51.766m; BC = 26.947m; CD 37.070m; DE = 35.292m; EA = 19.192m. The Azimuth of AB is (75°05'30"). BC is in the S. E. quadrant. Figure is not scaled.

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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