Please provide a scanned written or computerized clear and complete step-by-step solutions. Kindly recheck. 12. TRIGONOMBTRIC LEVELING. Two points, A & B, are 3,134.50From a third point, C, on the line bet ween Athe meas ured verticalDetermineduemeters apart.andand 1,992.25 meters from A,в,to A is +35 28' and thatdifferenceto B is -15°14'.angletheallowance.in elevation bet ween A andBmakingfor the effects of curvature and atmospheric re-fraction.

Introduction : Trigonometric levelling is a type of surveying in which we use some measurements of…

12. TRIGONOMETRIC LEVELING. Two points, A & B, are 3,134.50 meters apart. and B, angle the From a third point, C, on the line between A the measured vertical and 1,992.25 meters from A, to A is +35 28' and that to B is -15°14'. Determine difference in elevation between A and B making due for the effects of curvature and atmospheric re- allowance· fraction.

12. TRIGONOMETRIC LEVELING. Two points, A & B, are 3,134.50 meters apart. and B, angle the From a third point, C, on the line between A the measured vertical and 1,992.25 meters from A, to A is +35 28' and that to B is -15°14'. Determine difference in elevation between A and B making due for the effects of curvature and atmospheric re- allowance· fraction.

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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