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.

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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