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A 1-2 line was divided into sections on sloping terrain using a 30-meter tape, and the subsequent readings were documented: Slope Difference in distance (m) elevation (m) 30.00 1.58 30.00 0.95 18.92 0.90 11.46 0.56 30.00 3.01 8.23 0.69 Determine the total correction due to slope in meters using approximate solution. Express answer into three decimal places.

A 1-2 line was divided into sections on sloping terrain using a 30-meter tape, and the subsequent readings were documented: Slope Difference in distance (m) elevation (m) 30.00 1.58 30.00 0.95 18.92 0.90 11.46 0.56 30.00 3.01 8.23 0.69 Determine the total correction due to slope in meters using approximate solution. Express answer into three decimal places.

Structural Analysis
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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A 1-2 line was divided into sections on sloping terrain using a 30-meter tape, and the subsequent readings were documented: Slope Difference in distance (m) elevation (m) 30.00 1.58 30.00 0.95 18.92 0.90 11.46 0.56 30.00 3.01 8.23 0.69 Determine the total correction due to slope in meters using approximate solution. Express answer into three decimal places.
Transcribed Image Text:A 1-2 line was divided into sections on sloping terrain using a 30-meter tape, and the subsequent readings were documented: Slope Difference in distance (m) elevation (m) 30.00 1.58 30.00 0.95 18.92 0.90 11.46 0.56 30.00 3.01 8.23 0.69 Determine the total correction due to slope in meters using approximate solution. Express answer into three decimal places.
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