SITUATION 1. The taped distance of line is 99.812 meters using a 100 m steel tape weighing 2 kg at a standard pull of 10 kg and a temperature of 32 °C. The difference in elevation between the end points is 45 centimeters. The tape is exactly 100m at a temperature of 28 °C. (supported throughout) and a standard pull of 10 kg if the coefficient of expansion of the tape is 0.0000118 and a pull is 10 kg was applied supported at 25 m interval during the measurement, find the following: a. b. Correction for temperature Correction for sag c. Slope correction d. Correction pull e. The correction horizontal distance of the line

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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SITUATION 1. The taped distance of line is 99.812 meters using a 100 m steel tape weighing 2 kg at a standard pull of
10 kg and a temperature of 32 °C. The difference in elevation between the end points is 45 centimeters. The tape is
exactly 100m at a temperature of 28 °C. (supported throughout) and a standard pull of 10 kg if the coefficient of expansion
of the tape is 0.0000118 and a pull is 10 kg was applied supported at 25 m interval during the measurement, find the
following:
a.
b.
C.
d.
e.
CANTITATE
Correction for temperature
Correction for sag
Slope correction
Correction pull
The correction horizontal distance of the line
Transcribed Image Text:SITUATION 1. The taped distance of line is 99.812 meters using a 100 m steel tape weighing 2 kg at a standard pull of 10 kg and a temperature of 32 °C. The difference in elevation between the end points is 45 centimeters. The tape is exactly 100m at a temperature of 28 °C. (supported throughout) and a standard pull of 10 kg if the coefficient of expansion of the tape is 0.0000118 and a pull is 10 kg was applied supported at 25 m interval during the measurement, find the following: a. b. C. d. e. CANTITATE Correction for temperature Correction for sag Slope correction Correction pull The correction horizontal distance of the line
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