2. A theodolite is set up at one end of a level base line 150.0 m long. The line is marked by stakes at every 30.00 m and a stadia rod is held at each stake. The stadia intercept at each location of the rod is observed as follows: 0.302, 0.600, 0.899, 1.207 and 1.506 meters, respectively. Compute the stadia interval factor for each distance and also determine the averaevalue of K.
2. A theodolite is set up at one end of a level base line 150.0 m long. The line is marked by stakes at every 30.00 m and a stadia rod is held at each stake. The stadia intercept at each location of the rod is observed as follows: 0.302, 0.600, 0.899, 1.207 and 1.506 meters, respectively. Compute the stadia interval factor for each distance and also determine the averaevalue of K.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![2. A theodolite is set up at one end of a level base line
150.0 m long. The line is marked by stakes at every
30.00 m and a stadia rod is held at each stake. The
stadia intercept at each location of the rod is observed
as follows: 0.302, 0.600, 0.899, 1.207 and 1.506
meters, respectively. Compute the stadia interval factor
for each distance and also determine the averaevalue
of K.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F52ddf1c9-d39f-4ff2-8c6a-45352b3b1aca%2F34dcb3ff-1412-4fdc-9452-fb0105b10789%2Fns01ekb_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2. A theodolite is set up at one end of a level base line
150.0 m long. The line is marked by stakes at every
30.00 m and a stadia rod is held at each stake. The
stadia intercept at each location of the rod is observed
as follows: 0.302, 0.600, 0.899, 1.207 and 1.506
meters, respectively. Compute the stadia interval factor
for each distance and also determine the averaevalue
of K.
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