The vertical circle readings shown below were taken to two stations A and B using a 01" reading total station correctly set-up and levelled above a station Y. The vertical circle of the instrument used was graduated such that readings less than 90° were obtained for angles of elevation with the total station in the face left position. Point Sighted A FL Vertical Circle Reading 91° 34' 26" FR Vertical Circle Reading 268° 25' 48" The vertical angle to station A is: A. В. +01°34'26" -01°34'19" С. D. -01°34'26" +01°34'19"

The vertical circle readings shown below were taken to two stations A and B using a 01" reading total station correctly set-up and levelled above a station Y. The vertical circle of the instrument used was graduated such that readings less than 90° were obtained for angles of elevation with the total station in the face left position. Point Sighted A FL Vertical Circle Reading 91° 34' 26" FR Vertical Circle Reading 268° 25' 48" The vertical angle to station A is: A. В. +01°34'26" -01°34'19" С. D. -01°34'26" +01°34'19"

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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PLEASE ANSWER IT ASAP AND CORRECTLY FOR AN UPVOTE. THANK YOU.
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