Question 2 When providing controls for a construction project, a link traverse that consists of points 1, 2, 3, 4, 5 6, 7 and 8 was established. The data is as shown in Table Q2. Calculate the linear misclosre of the traverse and the final coordinates of the unknown stations. Table Q2 Known Back Bearing at Stn. 1 Known Fwd Bearing at Stn. 8 Station Left hand angle 35° 10' 22" 288° 13' 09" Traverse Leg Distance 1 89 01 14 1-2 461.351 2 111 32 46 2-3 95.450 3 146 44 36 3-4 90.689 4 151 54 29 4-5 116.119 5 166 38 22 5-6 146.119 6 156 20 05 6-7 100.156 7 173 11 31 7-8 103.432 8 157 39 44 Coordinates of Stn. 1 (N,E) 5000.000 5000.000 Coordinates of Stn. 8 (N,E) 5272.899 5289.896

Question 2 When providing controls for a construction project, a link traverse that consists of points 1, 2, 3, 4, 5 6, 7 and 8 was established. The data is as shown in Table Q2. Calculate the linear misclosre of the traverse and the final coordinates of the unknown stations. Table Q2 Known Back Bearing at Stn. 1 Known Fwd Bearing at Stn. 8 Station Left hand angle 35° 10' 22" 288° 13' 09" Traverse Leg Distance 1 89 01 14 1-2 461.351 2 111 32 46 2-3 95.450 3 146 44 36 3-4 90.689 4 151 54 29 4-5 116.119 5 166 38 22 5-6 146.119 6 156 20 05 6-7 100.156 7 173 11 31 7-8 103.432 8 157 39 44 Coordinates of Stn. 1 (N,E) 5000.000 5000.000 Coordinates of Stn. 8 (N,E) 5272.899 5289.896

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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