PROBLEM 5: Situation; In a topographic survey undertaken by a Surveying Company. Before any leveling was conducted, the engineers usually check whether the engineer's level is in perfect adjustment. A two peg test is used to check whether the line of sight is in perfect adjustment and the following rod readings are taken, with instrument set- up near A, backsight on A is 1.623m and foresight readings on B is 2.875m, with Instrument set up near B, backsight on B is 1.622m and foresight on A is 0.362m. Compute the difference in elevation between A and B. Your answer Determine the correct rod reading on A with instrument still set-up at B. Your answer
PROBLEM 5: Situation; In a topographic survey undertaken by a Surveying Company. Before any leveling was conducted, the engineers usually check whether the engineer's level is in perfect adjustment. A two peg test is used to check whether the line of sight is in perfect adjustment and the following rod readings are taken, with instrument set- up near A, backsight on A is 1.623m and foresight readings on B is 2.875m, with Instrument set up near B, backsight on B is 1.622m and foresight on A is 0.362m. Compute the difference in elevation between A and B. Your answer Determine the correct rod reading on A with instrument still set-up at B. Your answer
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![PROBLEM 5:
Situation;
In a topographic survey undertaken by a Surveying Company. Before any leveling was conducted, the
engineers usually check whether the engineer's level is in perfect adjustment. A two peg test is used to check
whether the line of sight is in perfect adjustment and the following rod readings are taken, with instrument set-
up near A, backsight on A is 1.823m and foresight readings on B is 2.875m, with instrument set up near B,
backsight on B is 1.622m and foresight on A is 0.362m.
Compute the difference in elevation
between A and B.
Your answer
Determine the correct rod reading on
A with instrument still set-up at B.
Your answer](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd89e863d-bb13-4039-86fb-bcb91f9a48aa%2Fe6dc219a-5c7f-424b-b284-2f3cb8d191e4%2Fnosoiu_processed.jpeg&w=3840&q=75)
Transcribed Image Text:PROBLEM 5:
Situation;
In a topographic survey undertaken by a Surveying Company. Before any leveling was conducted, the
engineers usually check whether the engineer's level is in perfect adjustment. A two peg test is used to check
whether the line of sight is in perfect adjustment and the following rod readings are taken, with instrument set-
up near A, backsight on A is 1.823m and foresight readings on B is 2.875m, with instrument set up near B,
backsight on B is 1.622m and foresight on A is 0.362m.
Compute the difference in elevation
between A and B.
Your answer
Determine the correct rod reading on
A with instrument still set-up at B.
Your answer
![Compute the adjusted value of angle
D.
Your answer](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd89e863d-bb13-4039-86fb-bcb91f9a48aa%2Fe6dc219a-5c7f-424b-b284-2f3cb8d191e4%2F3bmz6x_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Compute the adjusted value of angle
D.
Your answer
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