Please recheck and provide clear and complete step-by-step solutions in scanned handwriting or computerized output. Thank you. 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.

Answered: Image /qna-images/answer/99e51c50-06fd-49c6-9f43-3bfc641fc0bb.jpg

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

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

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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Single proportionate measurement usually requires four original corners, and the location of the propertined corners is positioned at the proportionate distances of lines run from the propoertied points. a.) True b.) False
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